| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (CIVIL Ground floor) | 125652263.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3654878 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 8 Item No 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 115.46 | 115.46 | 2048.36 | False | None | None | False | None | False | 236503.6456 | 0 | | 3654879 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 8 Item No 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 123.97 | 123.97 | 4136.29 | False | None | None | False | None | False | 512775.8713 | 0 | | 3654880 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 8 Item No 1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 441.19 | 441.19 | 899.55 | False | None | None | False | None | False | 396872.4645 | 0 | | 3654881 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 5 Item No 1.1A | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 164.07 | 164.07 | 8383.17 | False | None | None | False | None | False | 1375426.7019 | 0 | | 3654882 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 5 Item No 4.1 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 143.41 | 143.41 | 2521.59 | False | None | None | False | None | False | 361621.2219 | 0 | | 3654883 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 7 Item No 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 323.29 | 323.29 | 3446.75 | False | None | None | False | None | False | 1114299.8075 | 0 | | 3654884 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 7 Item No 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 576.09 | 576.09 | 651.84 | False | None | None | False | None | False | 375518.5056 | 0 | | 3654885 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 15 Item No 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 7279.03 | 7279.03 | 669.56 | False | None | None | False | None | False | 4873747.3268 | 0 | | 3654886 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 15 Item No 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( Including formwork) for footing ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 8316.83 | 8316.83 | 1547.15 | False | None | None | False | None | False | 12867383.5345 | 0 | | 3654887 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 15 Item No 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Including formwork) for pedastal ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 8470.85 | 8470.85 | 36.79 | False | None | None | False | None | False | 311642.5715 | 0 | | 3654888 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork ) for COLUMNS, LIFT CORE WALL - GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 14138.86 | 14138.86 | 267.89 | False | None | None | False | None | False | 3787659.2054 | 0 | | 3654889 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork ) for PLINTH BEAM, RCC SLAB, RCC STAIRCASE, DECK SLAB-GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12475.47 | 12475.47 | 716.81 | False | None | None | False | None | False | 8942541.6507 | 0 | | 3654890 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork ) for RCC BEAMS,LINTEL- GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 13307.17 | 13307.17 | 262.95 | False | None | None | False | None | False | 3499120.3515 | 0 | | 3654891 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for Chajja ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 11684.24 | 11684.24 | 35.28 | False | None | None | False | None | False | 412219.9872 | 0 | | 3654892 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 44 Item No 8.16 a | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1504.66 | 1504.66 | 47.56 | False | None | None | False | None | False | 71561.6296 | 0 | | 3654893 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Tonne | 108726.03 | 108726.03 | 282.81 | False | None | None | False | None | False | 30748808.5443 | 0 | | 3654894 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 9 Item No 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 7765.19 | 7765.19 | 78.13 | False | None | None | False | None | False | 606694.2947 | 0 | | 3654895 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1592.17 | 1592.17 | 3818.4 | False | None | None | False | None | False | 6079541.928 | 0 | | 3654896 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1341.8 | 1341.8 | 309.48 | False | None | None | False | None | False | 415260.264 | 0 | | 3654897 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 100 Item No 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 120099.75 | 120099.75 | 4.61 | False | None | None | False | None | False | 553659.8475 | 0 | | 3654898 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 104 Item No 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1234.84 | 1234.84 | 58.0 | False | None | None | False | None | False | 71620.72 | 0 | | 3654899 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 218 Item No 22.15.2 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Handles 300mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 668.47 | 668.47 | 116.0 | False | None | None | False | None | False | 77542.52 | 0 | | 3654900 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.4 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 455.77 | 455.77 | 58.0 | False | None | None | False | None | False | 26434.66 | 0 | | 3654901 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.6 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 182.31 | 182.31 | 113.0 | False | None | None | False | None | False | 20601.03 | 0 | | 3654902 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.9 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 85.07 | 85.07 | 203.0 | False | None | None | False | None | False | 17269.21 | 0 | | 3654903 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.10 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 121.54 | 121.54 | 58.0 | False | None | None | False | None | False | 7049.32 | 0 | | 3654904 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 105 Item No 12.6 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1278.6 | 1278.6 | 58.0 | False | None | None | False | None | False | 74158.8 | 0 | | 3654905 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 10.6.3 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 72.92 | 72.92 | 348.0 | False | None | None | False | None | False | 25376.16 | 0 | | 3654906 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 205 Item No 20.79 | Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 63.2 | 63.2 | 485.7 | False | None | None | False | None | False | 30696.24 | 0 | | 3654907 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 105 Item No 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick both side Commercial ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4037.55 | 4037.55 | 167.4 | False | None | None | False | None | False | 675885.87 | 0 | | 3654908 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 110 Item No 12.9 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 8184.5 | 8184.5 | 185.75 | False | None | None | False | None | False | 1520270.875 | 0 | | 3654909 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 109 Item No 12.85 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6950.87 | 6950.87 | 32.81 | False | None | None | False | None | False | 228058.0447 | 0 | | 3654910 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 86 Item No 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 204.18 | 204.18 | 4856.67 | False | None | None | False | None | False | 991634.8806 | 0 | | 3654911 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 111 Item No 12.93.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 Kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62 x 100mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 853.21 | 853.21 | 154.7 | False | None | None | False | None | False | 131991.587 | 0 | | 3654912 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 112 Item No 12.94.1 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 Kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately)30 mm thickness ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4235.66 | 4235.66 | 51.0 | False | None | None | False | None | False | 216018.66 | 0 | | 3654913 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 105 Item No 12.59 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 Kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1353.95 | 1353.95 | 31.0 | False | None | None | False | None | False | 41972.45 | 0 | | 3654914 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 84 Itm No 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 165.29 | 165.29 | 691.2 | False | None | None | False | None | False | 114248.448 | 0 | | 3654915 | 133364 | None | Common Pwd SR 23-24 V-2 Pg no 87 Itm No 11.35.1.1 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 549.36 | 549.36 | 357.96 | False | None | None | False | None | False | 196648.9056 | 0 | | 3654916 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 89 Item No 11.37.1 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10Kg/ Sqm) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1200.81 | 1200.81 | 31.09 | False | None | None | False | None | False | 37333.1829 | 0 | | 3654917 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 379.2 | 379.2 | 3896.21 | False | None | None | False | None | False | 1477442.832 | 0 | | 3654918 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.1 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 256.44 | 256.44 | 3987.74 | False | None | None | False | None | False | 1022616.0456 | 0 | | 3654919 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 50 Item No 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 121.54 | 121.54 | 7883.95 | False | None | None | False | None | False | 958215.283 | 0 | | 3654920 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 42 Item No 8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 424.17 | 424.17 | 1778.35 | False | None | None | False | None | False | 754322.7195 | 0 | | 3654921 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 430.25 | 430.25 | 589.32 | False | None | None | False | None | False | 253554.93 | 0 | | 3654922 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.16.2 | Providing and fixing suitable plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh 150mm wide ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 46.18 | 46.18 | 9382.86 | False | None | None | False | None | False | 433300.4748 | 0 | | 3654923 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 54 Item No 8.79 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 63.2 | 63.2 | 2522.4 | False | None | None | False | None | False | 159415.68 | 0 | | 3654924 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 61 Item No 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1428.09 | 1428.09 | 1108.32 | False | None | None | False | None | False | 1582780.7088 | 0 | | 3654925 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 59 Item No 9.2 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 Kg of cement or as per direction of Engineer incharge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 972.32 | 972.32 | 139.08 | False | None | None | False | None | False | 135230.2656 | 0 | | 3654926 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 62 Item No 9.22.2 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1611.62 | 1611.62 | 613.98 | False | None | None | False | None | False | 989502.4476 | 0 | | 3654927 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 358.54 | 358.54 | 1183.62 | False | None | None | False | None | False | 424375.1148 | 0 | | 3654928 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 63 Item No 9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3466.32 | 3466.32 | 889.9 | False | None | None | False | None | False | 3084678.168 | 0 | | 3654929 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 71 Item No 10.18 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4082.52 | 4082.52 | 83.22 | False | None | None | False | None | False | 339747.3144 | 0 | | 3654930 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 64 Item No 9.3 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6475.65 | 6475.65 | 252.89 | False | None | None | False | None | False | 1637627.1285 | 0 | | 3654931 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 64 Item No 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3138.16 | 3138.16 | 154.95 | False | None | None | False | None | False | 486257.892 | 0 | | 3654932 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 40180 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4785.02 | 4785.02 | 26.94 | False | None | None | False | None | False | 128908.4388 | 0 | | 3654933 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 150 Item No 15.7 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 Kg/bag of cement. (For calculation purpose 320 Kg of Cement for M-20 grade of Concrete is considered in the analysis) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 747.47 | 747.47 | 169.47 | False | None | None | False | None | False | 126673.7409 | 0 | | 3654934 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 60 Item No 9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1080.49 | 1080.49 | 99.35 | False | None | None | False | None | False | 107346.6815 | 0 | | 3654935 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 65 Item No 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1761.11 | 1761.11 | 542.7 | False | None | None | False | None | False | 955754.397 | 0 | | 3654936 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 85 Item No 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 686.7 | 686.7 | 677.31 | False | None | None | False | None | False | 465108.777 | 0 | | 3654937 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 154.35 | 154.35 | 7883.95 | False | None | None | False | None | False | 1216887.6825 | 0 | | 3654938 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 46 Item No 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 189.6 | 189.6 | 1778.35 | False | None | None | False | None | False | 337175.16 | 0 | | 3654939 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 60.77 | 60.77 | 224.93 | False | None | None | False | None | False | 13668.9961 | 0 | | 3654940 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.4 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 139.77 | 139.77 | 230.57 | False | None | None | False | None | False | 32226.7689 | 0 | | 3654941 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.1 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 64.41 | 64.41 | 401.76 | False | None | None | False | None | False | 25877.3616 | 0 | | 3654942 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 54 Item No 8.82 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 822.82 | 822.82 | 401.76 | False | None | None | False | None | False | 330576.1632 | 0 | | 3654943 | 133364 | None | CPWD V-1 Page no 132 Item No 5.44.1 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universalaluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum
extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5800.15 | 5800.15 | 105.0 | False | None | None | False | None | False | 609015.75 | 0 | | 3654944 | 133364 | None | CPWD V-1 Page no 132 Item No 5.45.1 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063) Wall Joint of 100 mm gap ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4835.5 | 4835.5 | 105.0 | False | None | None | False | None | False | 507727.5 | 0 | | 3654945 | 133364 | None | CPWD V-1 Page no 132 Item No 5.46.1 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed toaccommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint
System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). Roof Joint of 100 mm gap ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5424.2 | 5424.2 | 189.0 | False | None | None | False | None | False | 1025173.8 | 0 | | 3654946 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 181 Item No 18.1 | Providing and supplying aluminium extruded tubular and other alu- minium sections as per the architectural drawings and approved draw- ings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 494.66 | 494.66 | 273.0 | False | None | None | False | None | False | 135042.18 | 0 | | 3654947 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 181 Item No 18.2 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the cur- tain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in m2 . up to two decimal. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3263.34 | 3263.34 | 42.0 | False | None | None | False | None | False | 137060.28 | 0 | | 3654948 | 133364 | None | CPWD V-1 Page no 205 Item No 9.137 | Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6444.95 | 6444.95 | 6.48 | False | None | None | False | None | False | 41763.276 | 0 | | 3654949 | 133364 | None | CPWD V-1 Page no 205 Item No 9.136 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to bepaid for separately). ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1462.75 | 1462.75 | 15.0 | False | None | None | False | None | False | 21941.25 | 0 | | 3654950 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 28 Item No 7.41 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising at 120 grams per m2 including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws at 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 2057.67 | 2057.67 | 546.46 | False | None | None | False | None | False | 1124434.3482 | 0 | | 3654951 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 25 Item No 7.31 | Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1423.23 | 1423.23 | 234.2 | False | None | None | False | None | False | 333320.466 | 0 | | 3654952 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 9 Item No 2.5A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | 100 Sqm | 477.65 | 477.65 | 39.73 | False | None | None | False | None | False | 18977.0345 | 0 | | 3654953 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 9 Item No 1.15.2 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 516.54 | 516.54 | 107.23 | False | None | None | False | None | False | 55388.5842 | 0 | | 3654954 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 107 Item No 12.59 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1353.95 | 1353.95 | 22.0 | False | None | None | False | None | False | 29786.9 | 0 | | 3654955 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 10.1.1 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4868.89 | 4868.89 | 27.42 | False | None | None | False | None | False | 133504.9638 | 0 | | 3654956 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 135 Item No 15.4 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 247.94 | 247.94 | 10.0 | False | None | None | False | None | False | 2479.4 | 0 | | 3654957 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 89 Item No 11.36.1 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge: Pre- laminated particle board with decorative lamination on one side and balancing lamination on other side including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1090.21 | 1090.21 | 4.72 | False | None | None | False | None | False | 5145.7912 | 0 | | 3654958 | 133364 | None | 18-19 SR Page no 69 Item No 10.5.2 | Bore Packing : Filling the bore wherever necessary with polymer modified concrete and brushing one coat of acrylic copolymer cross linked formulaion on the bore. Including all labour charges tools and equipments, all complete as per the manufacturer. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 291.69 | 291.69 | 10.0 | False | None | None | False | None | False | 2916.9 | 0 | | 3654959 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 152 Item No 15.12 | Newly Constructed Roof/Podium with PU Waterproof coating Above 500 m2 Providing and Applying single component Polyurethane based cold applied seamless waterproofing coating to the RCC surface like Roof & Podium area applied @ 2.4kg/m2 in 3 coats to achieve 1.5mm DFT, including a prime coat of solvent free, medium viscous, epoxy primer @0.2L/m2 and protection with 120gsm Geo-textile over the 7 days cured waterproofing membrane. The Waterproofing material shall have Solids greater than 85%, Tensile strength greater than2 Mpa as per ASTM D 412, Elongation at break greater than400% confirms to ASTM C 1305 for crack bridging ability (no cracks up to 3.2mm) Shore A Hardness greater than55 as per ASTM D 2240, Adhesion to peel after water immersion as per ASTM C 794 at 5.2N. Resistance to root penetration as per UNE CN/ TS 14416. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 60gsm Geo-textile over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1415.94 | 1415.94 | 90.11 | False | None | None | False | None | False | 127590.3534 | 0 | | 3654960 | 133364 | None | Common Pwd SR 23-24 V-5 Page no 113 Item No 10.1.7 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 499.52 | 499.52 | 24.0 | False | None | None | False | None | False | 11988.48 | 0 | | 3654961 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 7 Item No 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 294.12 | 294.12 | 732.48 | False | None | None | False | None | False | 215437.0176 | 0 | | 3654962 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 17 Item No 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 103.3 | 103.3 | 236.95 | False | None | None | False | None | False | 24476.935 | 0 | | 3654963 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 25 Item No 4.11 A | Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 45 degrees to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material.25 mm deep furrow cutting ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 9.72 | 9.72 | 1759.5 | False | None | None | False | None | False | 17102.34 | 0 | | 3654964 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 17 Item No 3.7 | Compacting original ground supporting embankment-Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 127.61 | 127.61 | 263.93 | False | None | None | False | None | False | 33680.1073 | 0 | | 3654965 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 23 Item No 4.2 V | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .For Grading -V Material ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 3022.69 | 3022.69 | 175.95 | False | None | None | False | None | False | 531842.3055 | 0 | | 3654966 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 26 Item No 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface andcompactingwithvibratoryrollertoachievethedesireddensity. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 3110.2 | 3110.2 | 175.95 | False | None | None | False | None | False | 547239.69 | 0 | | 3654967 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 31 Item No 5.1 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 49.83 | 49.83 | 1759.5 | False | None | None | False | None | False | 87675.885 | 0 | | 3654968 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 31 Item No 5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 14.58 | 14.58 | 1759.5 | False | None | None | False | None | False | 25653.51 | 0 | | 3654969 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 32 Item No 5.7 A | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG- 40 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 9429.07 | 9429.07 | 131.97 | False | None | None | False | None | False | 1244354.3679 | 0 | | 3654970 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 43 Item No 5.31 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12338.74 | 12338.74 | 45.75 | False | None | None | False | None | False | 564497.355 | 0 | | 3654971 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 74 Item No 8.42.2 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)600 x 200 x 100 mm Kerb Stone ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 303.85 | 303.85 | 610.0 | False | None | None | False | None | False | 185348.5 | 0 | | 3654972 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 27 Item No 4.19 | Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 446.05 | 446.05 | 82.35 | False | None | None | False | None | False | 36732.2175 | 0 | | 3654973 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 66 Item No 8.1 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 132.47 | 132.47 | 427.0 | False | None | None | False | None | False | 56564.69 | 0 | | 3654974 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for A. Raft ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 8771.79 | 8771.79 | 53.1 | False | None | None | False | None | False | 465782.049 | 0 | | 3654975 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for pump room and sump tank-walls ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 9367.93 | 9367.93 | 43.46 | False | None | None | False | None | False | 407130.2378 | 0 | | 3654976 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for Cover slab, Staircase Steps- pumproom ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12774.46 | 12774.46 | 39.91 | False | None | None | False | None | False | 509828.6986 | 0 | | 3654977 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for D. beams- pumproom E. lintel-beam ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 13626.09 | 13626.09 | 6.99 | False | None | None | False | None | False | 95246.3691 | 0 | | 3654978 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Tonne | 96029.96 | 96029.96 | 29.4 | False | None | None | False | None | False | 2823280.824 | 0 | | 3654979 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 77 Item No 11.5.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 5442.56 | 5442.56 | 4.2 | False | None | None | False | None | False | 22858.752 | 0 | | 3654980 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 152 Item No 15.14 | UGT/OHT (inside) waterproofing with Anti-microbial Coating---Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 -300 of US - FDA, having mixing Ratio (Base: Hardener: Water) - 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 2033.36 | 2033.36 | 276.64 | False | None | None | False | None | False | 562508.7104 | 0 | | 3654981 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 42 Item No 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 450.91 | 450.91 | 1112.9 | False | None | None | False | None | False | 501817.739 | 0 | | 3654982 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 44 Item No 8.21 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 31.6 | 31.6 | 377.04 | False | None | None | False | None | False | 11914.464 | 0 | | 3654983 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 45 Item No 8.28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 108.17 | 108.17 | 377.04 | False | None | None | False | None | False | 40784.4168 | 0 | | 3654984 | 133364 | None | Common Pwd SR 23-24 V-5 Page no 221 Item No 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2384.61 | 2384.61 | 12.0 | False | None | None | False | None | False | 28615.32 | 0 | | 3654985 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for Base slab (VENT PORTION) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 8732.83 | 8732.83 | 31.5 | False | None | None | False | None | False | 275084.145 | 0 | | 3654986 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for Side wall ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 11227.92 | 11227.92 | 48.3 | False | None | None | False | None | False | 542308.536 | 0 | | 3654987 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 176 Item No 17.12 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1127.89 | 1127.89 | 274.5 | False | None | None | False | None | False | 309605.805 | 0 | | 3654988 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 146 Item No 16.15c | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4053.35 | 4053.35 | 12.0 | False | None | None | False | None | False | 48640.2 | 0 | | 3654989 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 51 Item No 6.8.1 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1298.04 | 1298.04 | 75.0 | False | None | None | False | None | False | 97353.0 | 0 | | 3654990 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 15 Item No 2.1.4 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 7556.14 | 7556.14 | 4.26 | False | None | None | False | None | False | 32189.1564 | 0 | | 3654991 | 133364 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including formwork for Footing ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 8982.34 | 8982.34 | 52.14 | False | None | None | False | None | False | 468339.2076 | 0 | | 3654992 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 46 Item No 8.31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 216.34 | 216.34 | 809.4 | False | None | None | False | None | False | 175105.596 | 0 | | 3654993 | 133364 | None | Common Pwd SR 23-24 V-3 Page no 57 Item No 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 909.11 | 909.11 | 69.0 | False | None | None | False | None | False | 62728.59 | 0 | | 3654994 | 133364 | None | Common Pwd SR 23-24 V-2 Page no 95 Item No 11.56 | Fencing with G.I. barbed wire R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 14.58 | 14.58 | 1020.0 | False | None | None | False | None | False | 14871.6 | 0 | | 3654995 | 133364 | None | Common SR 23-24 V-2 pg no 187 itm no 19.3 | Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 2948.56 | 2948.56 | 1152.84 | False | None | None | False | None | False | 3399217.9104 | 0 | | 3654996 | 133364 | None | Common SR 23-24 V-2 pg no 187 itm no 19.7.1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 585.82 | 585.82 | 3579.64 | False | None | None | False | None | False | 2097024.7048 | 0 | | 3654997 | 133364 | None | Common SR 23-24 V-2 pg no 193 itm no 19.54.1 | Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials to the appropriate disposal area as per direction of Engineer-in-charge. 120 x 120 cm (outside to outside) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 918.84 | 918.84 | 251.34 | False | None | None | False | None | False | 230941.2456 | 0 | | 3654998 | 133364 | None | Common SR 23-24 V-2 pg no 187 itm no 19.9.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 2046.73 | 2046.73 | 508.05 | False | None | None | False | None | False | 1039841.1765 | 0 | | 3654999 | 133364 | None | Common SR 23-24 V-2 pg no 188 itm no 19.13.1 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area 3 Sqm and below ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 114.24 | 114.24 | 383.91 | False | None | None | False | None | False | 43857.8784 | 0 | | 3655000 | 133364 | None | Common SR 23-24 V-2 pg no 191 itm no 19.41.2 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. 100 mm dia pipe ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 64.41 | 64.41 | 350.0 | False | None | None | False | None | False | 22543.5 | 0 | | 3655001 | 133364 | None | Common SR 23-24 V-3 pg no 13 itm no 2.27 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and lead and stacking the serviceable and unserviceable material separately ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 412.02 | 412.02 | 20.0 | False | None | None | False | None | False | 8240.4 | 0 | | 3655002 | 133364 | None | Common SR 23-24 V-2 pg no 189 itm no 19.27.2 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.Asbestos cement sheet ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 61.98 | 61.98 | 130.56 | False | None | None | False | None | False | 8092.1088 | 0 | | 3655003 | 133364 | None | Common SR 23-24 V-2 pg no 188 itm no 19.12.2 | Dismantling doors, windows and clerestory windows (steel or wood) shut- ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge.Of area beyond 3 Sqm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 318.43 | 318.43 | 163.8 | False | None | None | False | None | False | 52158.834 | 0 | | 3655004 | 133364 | None | 127 | The Tenderer (agency) should arrange to obtain (get), Detailed Architectural drawings and Elevations, Structural designs and drawings including Soil exploration & proof checking by reputed Government/Semi Government / IISC/ITT/REC or decided by the Department and the same has to be furnished to the Department for approval and Providing Consultancy for Architectural design and drawings floor wise. Elevation drawings, 3D view, MFP design and Drawings, Fire Fighting, Internal and External Electrical services including electrical infrastructure, Telephone & Networking, Fire fighting, Modular OT, MGPL, interior layout and liaison with other department and approval of pollution control board and allied works etc., and any other drawings related to this project (This item is included in schedule B as a item) and 6 sets of as built drawings should be submitted to the employer. The Consultancy Fees which is included as an item in schedule B shall be paid on prorate basis of the main work or by negotiation with the employer. - - etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Job | 3833547.59 | 3833547.59 | 1.0 | False | None | None | False | None | False | 3833547.59 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (CIVIL First floor) | 42459588.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655005 | 133365 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for COLUMNS- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 14280.26 | 14280.26 | 161.01 | False | None | None | False | None | False | 2299264.6626 | 0 | | 3655006 | 133365 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for RCC BEAMS & LINTEL- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 13440.24 | 13440.24 | 184.85 | False | None | None | False | None | False | 2484428.364 | 0 | | 3655007 | 133365 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for RCC SLAB & STAIRCASE- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12600.23 | 12600.23 | 268.71 | False | None | None | False | None | False | 3385807.8033 | 0 | | 3655008 | 133365 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 11801.09 | 11801.09 | 21.06 | False | None | None | False | None | False | 248530.9554 | 0 | | 3655009 | 133365 | None | Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Tonne | 109813.3 | 109813.3 | 91.23 | False | None | None | False | None | False | 10018267.359 | 0 | | 3655010 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1608.1 | 1608.1 | 2463.31 | False | None | None | False | None | False | 3961248.811 | 0 | | 3655011 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1355.22 | 1355.22 | 383.43 | False | None | None | False | None | False | 519632.0046 | 0 | | 3655012 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 100 Item No 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 121300.75 | 121300.75 | 1.64 | False | None | None | False | None | False | 198933.23 | 0 | | 3655013 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 104 Item No 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1247.19 | 1247.19 | 29.0 | False | None | None | False | None | False | 36168.51 | 0 | | 3655014 | 133365 | None | Commonpwd SR 23-24 V-2 Page no 218 Item No 22.15.2 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Handles 300mm for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 675.15 | 675.15 | 58.0 | False | None | None | False | None | False | 39158.7 | 0 | | 3655015 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 219 Item No 22.15.4 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 460.33 | 460.33 | 29.0 | False | None | None | False | None | False | 13349.57 | 0 | | 3655016 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 219 Item No 22.15.6 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 184.13 | 184.13 | 43.0 | False | None | None | False | None | False | 7917.59 | 0 | | 3655017 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 219 Item No 22.15.9 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 85.93 | 85.93 | 87.0 | False | None | None | False | None | False | 7475.91 | 0 | | 3655018 | 133365 | None | CommonPwd SR 23-24 V-2 Pge no 219 Item No 22.15.10 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 122.76 | 122.76 | 14.0 | False | None | None | False | None | False | 1718.64 | 0 | | 3655019 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 105 Item No 12.6 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1291.39 | 1291.39 | 29.0 | False | None | None | False | None | False | 37450.31 | 0 | | 3655020 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 10.6.3 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 73.65 | 73.65 | 174.0 | False | None | None | False | None | False | 12815.1 | 0 | | 3655021 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 205 Item No 20.79 | Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 63.83 | 63.83 | 170.25 | False | None | None | False | None | False | 10867.0575 | 0 | | 3655022 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 105 Item No 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick both side Commercial- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4077.93 | 4077.93 | 74.52 | False | None | None | False | None | False | 303887.3436 | 0 | | 3655023 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 110 Item No 12.90 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 8266.35 | 8266.35 | 158.85 | False | None | None | False | None | False | 1313109.6975 | 0 | | 3655024 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 109 Item No 12.85 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 7020.38 | 7020.38 | 21.54 | False | None | None | False | None | False | 151218.9852 | 0 | | 3655025 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 86 Item No 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 206.23 | 206.23 | 3788.19 | False | None | None | False | None | False | 781238.4237 | 0 | | 3655026 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 105 Item No 12.59 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 Kg and door width upto 700 mm), with necessary accessories and screws etc. complete. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1367.5 | 1367.5 | 29.0 | False | None | None | False | None | False | 39657.5 | 0 | | 3655027 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 111 Item No 12.93.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 Kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62 x 100mm- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 861.74 | 861.74 | 118.8 | False | None | None | False | None | False | 102374.712 | 0 | | 3655028 | 133365 | None | CommonPwd SR 23-24 V-2 Page no 112 Item No 12.94.1 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 Kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately)30 mm thickness- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4278.03 | 4278.03 | 37.8 | False | None | None | False | None | False | 161709.534 | 0 | | 3655029 | 133365 | None | Common Pwd SR 23-24 V-2 Pg no 87 Item No 11.35.1.1 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately)
:For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 554.85 | 554.85 | 259.2 | False | None | None | False | None | False | 143817.12 | 0 | | 3655030 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 89 Item No 11.37.1 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10Kg/ Sqm) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1212.82 | 1212.82 | 25.92 | False | None | None | False | None | False | 31436.2944 | 0 | | 3655031 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 383.0 | 383.0 | 3572.81 | False | None | None | False | None | False | 1368386.23 | 0 | | 3655032 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 259.01 | 259.01 | 2643.72 | False | None | None | False | None | False | 684749.9172 | 0 | | 3655033 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 50 Item No 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 122.76 | 122.76 | 6052.11 | False | None | None | False | None | False | 742957.0236 | 0 | | 3655034 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 42 Item No 8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 428.42 | 428.42 | 1699.07 | False | None | None | False | None | False | 727915.5694 | 0 | | 3655035 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 434.55 | 434.55 | 88.0 | False | None | None | False | None | False | 38240.4 | 0 | | 3655036 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.16.2 | Providing and fixing suitable plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh 150mm wide- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 46.65 | 46.65 | 7098.0 | False | None | None | False | None | False | 331121.7 | 0 | | 3655037 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 23 Item No 7.18 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 2475.98 | 2475.98 | 99.65 | False | None | None | False | None | False | 246731.407 | 0 | | 3655038 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 150 Item No 15.7 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 Kg/bag of cement. (For calculation purpose 320 Kg of Cement for M-20 grade of Concrete is considered in the analysis)- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 754.95 | 754.95 | 188.92 | False | None | None | False | None | False | 142625.154 | 0 | | 3655039 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 54 Item No 8.79 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 63.83 | 63.83 | 1276.0 | False | None | None | False | None | False | 81447.08 | 0 | | 3655040 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 61 Item No 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1442.38 | 1442.38 | 1041.89 | False | None | None | False | None | False | 1502801.2982 | 0 | | 3655041 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 62 Item No 9.22.2 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1627.73 | 1627.73 | 373.8 | False | None | None | False | None | False | 608445.474 | 0 | | 3655042 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 63 Item No 9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3500.98 | 3500.98 | 435.2 | False | None | None | False | None | False | 1523626.496 | 0 | | 3655043 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 71 Item No 10.18 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4123.35 | 4123.35 | 83.22 | False | None | None | False | None | False | 343145.187 | 0 | | 3655044 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 64 Item No 9.3 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6540.41 | 6540.41 | 85.18 | False | None | None | False | None | False | 557112.1238 | 0 | | 3655045 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 40180 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4832.88 | 4832.88 | 45.48 | False | None | None | False | None | False | 219799.3824 | 0 | | 3655046 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 362.13 | 362.13 | 939.06 | False | None | None | False | None | False | 340061.7978 | 0 | | 3655047 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 60 Item No 9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1091.3 | 1091.3 | 123.94 | False | None | None | False | None | False | 135255.722 | 0 | | 3655048 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 65 Item No 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1778.73 | 1778.73 | 482.03 | False | None | None | False | None | False | 857401.2219 | 0 | | 3655049 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 85 Item No 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 693.57 | 693.57 | 264.89 | False | None | None | False | None | False | 183719.7573 | 0 | | 3655050 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 155.9 | 155.9 | 6185.05 | False | None | None | False | None | False | 964249.295 | 0 | | 3655051 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 46 Item No 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 191.5 | 191.5 | 1699.07 | False | None | None | False | None | False | 325371.905 | 0 | | 3655052 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 61.38 | 61.38 | 186.69 | False | None | None | False | None | False | 11459.0322 | 0 | | 3655053 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 141.17 | 141.17 | 186.69 | False | None | None | False | None | False | 26355.0273 | 0 | | 3655054 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.1 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 65.06 | 65.06 | 178.85 | False | None | None | False | None | False | 11635.981 | 0 | | 3655055 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 54 Item No 8.82 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 831.05 | 831.05 | 178.85 | False | None | None | False | None | False | 148633.2925 | 0 | | 3655056 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 181 Item No 18.1 | Providing and supplying aluminium extruded tubular and other alu- minium sections as per the architectural drawings and approved draw- ings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 499.61 | 499.61 | 273.0 | False | None | None | False | None | False | 136393.53 | 0 | | 3655057 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 181 Item No 18.2 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier) cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3295.98 | 3295.98 | 42.0 | False | None | None | False | None | False | 138431.16 | 0 | | 3655058 | 133365 | None | CPWD V-1 Page no 205 Item No 9.137 | Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and
fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6444.95 | 6444.95 | 6.48 | False | None | None | False | None | False | 41763.276 | 0 | | 3655059 | 133365 | None | CPWD V-1 Page no 205 Item No 9.136 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround
the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to bepaid for separately). for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1462.75 | 1462.75 | 15.0 | False | None | None | False | None | False | 21941.25 | 0 | | 3655060 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 28 Item No 7.41 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per m2 including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 2078.25 | 2078.25 | 218.32 | False | None | None | False | None | False | 453723.54 | 0 | | 3655061 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 25 Item No 7.31 | Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1437.47 | 1437.47 | 93.57 | False | None | None | False | None | False | 134504.0679 | 0 | | 3655062 | 133365 | None | CPWD V-1 Page no 132 Item No 5.44.1 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universalaluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum
extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5800.15 | 5800.15 | 105.0 | False | None | None | False | None | False | 609015.75 | 0 | | 3655063 | 133365 | None | CPWD V-1 Page no 132 Item No 5.45.1 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-InCharge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063) Wall Joint of 100 mm gap- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4835.5 | 4835.5 | 105.0 | False | None | None | False | None | False | 507727.5 | 0 | | 3655064 | 133365 | None | CPWD V-1 Page no 132 Item No 5.46.1 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed toaccommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint
System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). Roof Joint of 100 mm gap- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5424.2 | 5424.2 | 189.0 | False | None | None | False | None | False | 1025173.8 | 0 | | 3655065 | 133365 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for Dummy Column- qtrs for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 13835.76 | 13835.76 | 8.38 | False | None | None | False | None | False | 115943.6688 | 0 | | 3655066 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 77 Item No 11.5.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 5496.99 | 5496.99 | 6.72 | False | None | None | False | None | False | 36939.7728 | 0 | | 3655067 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 50 Item No 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 122.76 | 122.76 | 164.41 | False | None | None | False | None | False | 20182.9716 | 0 | | 3655068 | 133365 | None | Common Pwd SR 23-24 V-2 Page no 152 Item No 15.12 | Newly Constructed Roof/Podium with PU Waterproof coating Above 500 m2--Providing and Applying single component Polyurethane based cold applied seamless waterproofing coating to the RCC surface like Roof & Podium area applied @ 2.4kg/m2 in 3 coats to achieve 1.5mm DFT, including a prime coat of solvent free, medium viscous, epoxy primer @0.2L/m2 and protection with 120gsm Geo-textile over the 7 days cured waterproofing membrane. The Waterproofing material shall have Solids greater than 85%, Tensile strength greater than 2 Mpa as per ASTM D 412, Elongation at break greater than 400% confirms to ASTM C 1305 for crack bridging ability (no cracks up to 3.2mm) Shore A Hardness greater than 55 as per ASTM D 2240, Adhesion to peel after water immersion as per ASTM C 794 at 5.2N. Resistance to root penetration as per UNE CN/ TS 14416. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 60gsm Geo-textile over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1430.1 | 1430.1 | 525.37 | False | None | None | False | None | False | 751331.637 | 0 | | 3655069 | 133365 | None | Common Pwd SR 23-24 V-5 Page no 113 Item No 10.1.7 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3- for FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 504.52 | 504.52 | 63.0 | False | None | None | False | None | False | 31784.76 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (CIVIL Second floor) | 40268827.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655070 | 133366 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for COLUMNS- for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 14421.65 | 14421.65 | 156.87 | False | None | None | False | None | False | 2262324.2355 | 0 | | 3655071 | 133366 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for RCC BEAMS & LINTELS- for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 13573.31 | 13573.31 | 182.92 | False | None | None | False | None | False | 2482829.8652 | 0 | | 3655072 | 133366 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for RCC SLAB & Staircase- for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12724.98 | 12724.98 | 262.3 | False | None | None | False | None | False | 3337762.254 | 0 | | 3655073 | 133366 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 11917.93 | 11917.93 | 19.45 | False | None | None | False | None | False | 231803.7385 | 0 | | 3655074 | 133366 | None | Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Tonne | 110900.56 | 110900.56 | 83.91 | False | None | None | False | None | False | 9305665.9896 | 0 | | 3655075 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1624.02 | 1624.02 | 2391.93 | False | None | None | False | None | False | 3884542.1586 | 0 | | 3655076 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1368.64 | 1368.64 | 430.91 | False | None | None | False | None | False | 589760.6624 | 0 | | 3655077 | 133366 | None | Common Pwd SR 23-24 V-2 Pge no 100 Item No 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 122501.75 | 122501.75 | 1.85 | False | None | None | False | None | False | 226628.2375 | 0 | | 3655078 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 104 Item No 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1259.54 | 1259.54 | 32.0 | False | None | None | False | None | False | 40305.28 | 0 | | 3655079 | 133366 | None | Common Pwd SR 23-24 V-2 Pge no 218 Item No 22.15.2 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Handles 300mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 681.84 | 681.84 | 64.0 | False | None | None | False | None | False | 43637.76 | 0 | | 3655080 | 133366 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.4 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 464.89 | 464.89 | 32.0 | False | None | None | False | None | False | 14876.48 | 0 | | 3655081 | 133366 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.6 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 185.96 | 185.96 | 42.0 | False | None | None | False | None | False | 7810.32 | 0 | | 3655082 | 133366 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.9 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 86.78 | 86.78 | 96.0 | False | None | None | False | None | False | 8330.88 | 0 | | 3655083 | 133366 | None | Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.10 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 123.97 | 123.97 | 10.0 | False | None | None | False | None | False | 1239.7 | 0 | | 3655084 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 105 Item No 12.6 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1304.17 | 1304.17 | 32.0 | False | None | None | False | None | False | 41733.44 | 0 | | 3655085 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 10.6.3 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 74.38 | 74.38 | 192.0 | False | None | None | False | None | False | 14280.96 | 0 | | 3655086 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 205 Item No 20.79 | Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 64.46 | 64.46 | 190.8 | False | None | None | False | None | False | 12298.968 | 0 | | 3655087 | 133366 | None | Common Pwd SR 23-24 V-2 Pg no 105 Item No 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick both side Commercial for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4118.31 | 4118.31 | 89.28 | False | None | None | False | None | False | 367682.7168 | 0 | | 3655088 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 110 Item No 12.9 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 8348.19 | 8348.19 | 113.7 | False | None | None | False | None | False | 949189.203 | 0 | | 3655089 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 109 Item No 12.85 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 7089.89 | 7089.89 | 21.3 | False | None | None | False | None | False | 151014.657 | 0 | | 3655090 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 86 Item No 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 208.27 | 208.27 | 2835.0 | False | None | None | False | None | False | 590445.45 | 0 | | 3655091 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 105 Item No 12.59 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 Kg and door width upto 700 mm), with necessary accessories and screws etc. complete. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1381.03 | 1381.03 | 32.0 | False | None | None | False | None | False | 44192.96 | 0 | | 3655092 | 133366 | None | Common Pwd SR 23-24 V-2 Pge no 111 Item No 12.93.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 Kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62 x 100mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 870.28 | 870.28 | 148.5 | False | None | None | False | None | False | 129236.58 | 0 | | 3655093 | 133366 | None | Common Pwd SR 23-24 V-2 Pge no 112 Item No 12.94.1 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 Kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately)30 mm thickness for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4320.38 | 4320.38 | 47.25 | False | None | None | False | None | False | 204137.955 | 0 | | 3655094 | 133366 | None | Common Pwd SR 23-24 V-2 Pg no 87 Item No 11.35.1.1 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately)
:For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 560.35 | 560.35 | 259.2 | False | None | None | False | None | False | 145242.72 | 0 | | 3655095 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 89 Item No 11.37.1 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10Kg/ Sqm) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1224.83 | 1224.83 | 25.92 | False | None | None | False | None | False | 31747.5936 | 0 | | 3655096 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 386.79 | 386.79 | 3705.5 | False | None | None | False | None | False | 1433250.345 | 0 | | 3655097 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.1 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 261.58 | 261.58 | 2573.97 | False | None | None | False | None | False | 673299.0726 | 0 | | 3655098 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 50 Item No 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 123.97 | 123.97 | 6279.47 | False | None | None | False | None | False | 778465.8959 | 0 | | 3655099 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 42 Item No 8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 432.66 | 432.66 | 1171.8 | False | None | None | False | None | False | 506990.988 | 0 | | 3655100 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 438.86 | 438.86 | 88.0 | False | None | None | False | None | False | 38619.68 | 0 | | 3655101 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.16.2 | Providing and fixing suitable plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh 150mm wide for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 47.11 | 47.11 | 7098.0 | False | None | None | False | None | False | 334386.78 | 0 | | 3655102 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 23 Item No 7.18 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 2500.49 | 2500.49 | 99.65 | False | None | None | False | None | False | 249173.8285 | 0 | | 3655103 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 150 Item No 15.7 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 Kg/bag of cement. (For calculation purpose 320 Kg of Cement for M-20 grade of Concrete is considered in the analysis) for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 762.42 | 762.42 | 174.23 | False | None | None | False | None | False | 132836.4366 | 0 | | 3655104 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 54 Item No 8.79 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 64.46 | 64.46 | 1276.0 | False | None | None | False | None | False | 82250.96 | 0 | | 3655105 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 61 Item No 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1456.66 | 1456.66 | 1069.51 | False | None | None | False | None | False | 1557912.4366 | 0 | | 3655106 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 62 Item No 9.22.2 | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1643.85 | 1643.85 | 477.33 | False | None | None | False | None | False | 784658.9205 | 0 | | 3655107 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 63 Item No 9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3535.65 | 3535.65 | 375.0 | False | None | None | False | None | False | 1325868.75 | 0 | | 3655108 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 71 Item No 10.18 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4164.18 | 4164.18 | 83.22 | False | None | None | False | None | False | 346543.0596 | 0 | | 3655109 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 64 Item No 9.3 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6605.16 | 6605.16 | 85.18 | False | None | None | False | None | False | 562627.5288 | 0 | | 3655110 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 69 Item No 40180 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2 for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 4880.73 | 4880.73 | 41.16 | False | None | None | False | None | False | 200890.8468 | 0 | | 3655111 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 365.71 | 365.71 | 1013.7 | False | None | None | False | None | False | 370720.227 | 0 | | 3655112 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 60 Item No 9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1102.1 | 1102.1 | 111.68 | False | None | None | False | None | False | 123082.528 | 0 | | 3655113 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 65 Item No 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1796.34 | 1796.34 | 453.15 | False | None | None | False | None | False | 814011.471 | 0 | | 3655114 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 85 Item No 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 700.44 | 700.44 | 264.89 | False | None | None | False | None | False | 185539.5516 | 0 | | 3655115 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 157.44 | 157.44 | 6279.47 | False | None | None | False | None | False | 988639.7568 | 0 | | 3655116 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 46 Item No 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 193.39 | 193.39 | 1171.8 | False | None | None | False | None | False | 226614.402 | 0 | | 3655117 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 61.99 | 61.99 | 128.4 | False | None | None | False | None | False | 7959.516 | 0 | | 3655118 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.4 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 142.57 | 142.57 | 128.4 | False | None | None | False | None | False | 18305.988 | 0 | | 3655119 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.1 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 65.7 | 65.7 | 153.79 | False | None | None | False | None | False | 10104.003 | 0 | | 3655120 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 54 Item No 8.82 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 839.28 | 839.28 | 153.79 | False | None | None | False | None | False | 129072.8712 | 0 | | 3655121 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 181 Item No 18.1 | Providing and supplying aluminium extruded tubular and other alu- minium sections as per the architectural drawings and approved draw- ings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 504.56 | 504.56 | 273.0 | False | None | None | False | None | False | 137744.88 | 0 | | 3655122 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 181 Item No 18.2 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the cur- tain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in m2 . up to two decimal places. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3328.62 | 3328.62 | 42.0 | False | None | None | False | None | False | 139802.04 | 0 | | 3655123 | 133366 | None | CPWD V-1 Page no 205 Item No 9.137 | Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and
fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 6444.95 | 6444.95 | 6.48 | False | None | None | False | None | False | 41763.276 | 0 | | 3655124 | 133366 | None | CPWD V-1 Page no 205 Item No 9.136 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to bepaid for separately). for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1462.75 | 1462.75 | 15.0 | False | None | None | False | None | False | 21941.25 | 0 | | 3655125 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 28 Item No 7.41 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per m2 including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 2098.83 | 2098.83 | 288.54 | False | None | None | False | None | False | 605596.4082 | 0 | | 3655126 | 133366 | None | Common Pwd SR 23-24 V-2 Page no 25 Item No 7.31 | Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications. for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1451.69 | 1451.69 | 123.66 | False | None | None | False | None | False | 179515.9854 | 0 | | 3655127 | 133366 | None | CPWD V-1 Page no 132 Item No 5.44.1 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universalaluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5800.15 | 5800.15 | 105.0 | False | None | None | False | None | False | 609015.75 | 0 | | 3655128 | 133366 | None | CPWD V-1 Page no 132 Item No 5.45.1 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063) Wall Joint of 100 mm gap for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4835.5 | 4835.5 | 105.0 | False | None | None | False | None | False | 507727.5 | 0 | | 3655129 | 133366 | None | CPWD V-1 Page no 132 Item No 5.46.1 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed toaccommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint
System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). Roof Joint of 100 mm gap for SF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5424.2 | 5424.2 | 189.0 | False | None | None | False | None | False | 1025173.8 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (CIVIL Terrace floor) | 9372126.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655130 | 133367 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for COLUMNS- for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 14563.03 | 14563.03 | 68.4 | False | None | None | False | None | False | 996111.252 | 0 | | 3655131 | 133367 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for RCC BEAMS & LINTELS- for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 13706.38 | 13706.38 | 29.18 | False | None | None | False | None | False | 399952.1684 | 0 | | 3655132 | 133367 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for RCC SLAB- for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12849.73 | 12849.73 | 26.79 | False | None | None | False | None | False | 344244.2667 | 0 | | 3655133 | 133367 | None | Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 12034.77 | 12034.77 | 3.2 | False | None | None | False | None | False | 38511.264 | 0 | | 3655134 | 133367 | None | Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Tonne | 111987.81 | 111987.81 | 16.01 | False | None | None | False | None | False | 1792924.8381 | 0 | | 3655135 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 17 Item No 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1639.93 | 1639.93 | 659.14 | False | None | None | False | None | False | 1080943.4602 | 0 | | 3655136 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 110 Item No 12.90 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 8430.03 | 8430.03 | 8.1 | False | None | None | False | None | False | 68283.243 | 0 | | 3655137 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 86 Item No 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 210.31 | 210.31 | 170.1 | False | None | None | False | None | False | 35773.731 | 0 | | 3655138 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 77 Item No 40664 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 5605.83 | 5605.83 | 5.67 | False | None | None | False | None | False | 31785.0561 | 0 | | 3655139 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 41 Item No 8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 390.58 | 390.58 | 283.82 | False | None | None | False | None | False | 110854.4156 | 0 | | 3655140 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 43 Item No 8.1 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 264.14 | 264.14 | 300.87 | False | None | None | False | None | False | 79471.8018 | 0 | | 3655141 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 50 Item No 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 125.18 | 125.18 | 584.69 | False | None | None | False | None | False | 73191.4942 | 0 | | 3655142 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 42 Item No 8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 436.89 | 436.89 | 954.89 | False | None | None | False | None | False | 417181.8921 | 0 | | 3655143 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 152 Item No 15.12 | Newly Constructed Roof/Podium with PU Waterproof coating - Above 500 m2. Providing and Applying single component Polyurethane based cold applied seamless waterproofing coating to the RCC surface like Roof & Podium area applied @ 2.4Kg/m2 in 3 coats to achieve 1.5mm DFT, including a prime coat of solvent free, medium viscous, epoxy primer @0.2L/m2 and protection with 120gsm Geo-textile over the 7 days cured waterproofing membrane. The Waterproofing material shall have Solids greater than 85%, Tensile strength greater than 2 Mpa as per ASTM D 412, Elongation at break greater than 400% confirms to ASTM C 1305 for crack bridging ability (no cracks up to 3.2mm) Shore A Hardness greater than 55 as per ASTM D 2240, Adhesion to peel after water immersion as per ASTM C 794 at 5.2N. Resistance to root penetration as per UNE CN/ TS 14416. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 60gsm Geo-textile over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1458.41 | 1458.41 | 1957.95 | False | None | None | False | None | False | 2855493.8595 | 0 | | 3655144 | 133367 | None | Common Pwd SR 23-24 V-1 Page no 15 Item No 2.1.6 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 7815.37 | 7815.37 | 97.9 | False | None | None | False | None | False | 765124.723 | 0 | | 3655145 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.39 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 158.98 | 158.98 | 584.69 | False | None | None | False | None | False | 92954.0162 | 0 | | 3655146 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 46 Item No 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 195.29 | 195.29 | 954.89 | False | None | None | False | None | False | 186480.4681 | 0 | | 3655147 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 62.59 | 62.59 | 13.77 | False | None | None | False | None | False | 861.8643 | 0 | | 3655148 | 133367 | None | Common Pwd SR 23-24 V-2 Page no 48 Item No 8.4 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for Hosp Trerrace Floor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 143.96 | 143.96 | 13.77 | False | None | None | False | None | False | 1982.3292 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District.(Plumbing work -Ground floor- Internal water supply & Sanitary works, External Water supply & Drainage works) | 14639416.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655149 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 125 Item No 13.50.5 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work- 40mm dia pipes, From wash basin waste lines ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 369.48 | 369.48 | 96.0 | False | None | None | False | None | False | 35470.08 | 0 | | 3655150 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 125 Item No 13.50.6 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-50mm dia pipes, From sink & urinal waste lines ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 469.14 | 469.14 | 65.0 | False | None | None | False | None | False | 30494.1 | 0 | | 3655151 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 128 Item No 13.64.1 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. ( Internal drainage)-75mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 351.25 | 351.25 | 504.0 | False | None | None | False | None | False | 177030.0 | 0 | | 3655152 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 128 Item No 13.64.2 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. ( Internal drainage)-110mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 467.93 | 467.93 | 475.0 | False | None | None | False | None | False | 222266.75 | 0 | | 3655153 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 125 Item No 13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 239.43 | 239.43 | 140.0 | False | None | None | False | None | False | 33520.2 | 0 | | 3655154 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 125 Item No 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 353.68 | 353.68 | 185.0 | False | None | None | False | None | False | 65430.8 | 0 | | 3655155 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 125 Item No 13.49 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 150 mm diameter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 690.35 | 690.35 | 110.0 | False | None | None | False | None | False | 75938.5 | 0 | | 3655156 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 128 Item No 13.63 | Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 296.56 | 296.56 | 100.0 | False | None | None | False | None | False | 29656.0 | 0 | | 3655157 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 136 Item No 14.31 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1482.79 | 1482.79 | 34.0 | False | None | None | False | None | False | 50414.86 | 0 | | 3655158 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 119 Item No 13.16 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 753.55 | 753.55 | 111.0 | False | None | None | False | None | False | 83644.05 | 0 | | 3655159 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 138 Item No 14.44 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 13641.65 | 13641.65 | 8.0 | False | None | None | False | None | False | 109133.2 | 0 | | 3655160 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 131 Item No 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and
floors wherever required :: W.C. pan with ISI marked white solid plastic seat and lid ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7264.45 | 7264.45 | 15.0 | False | None | None | False | None | False | 108966.75 | 0 | | 3655161 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 131 Item No 14.4.1 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with 5 litre white P.V.C. automatic flushing cistern ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5413.4 | 5413.4 | 2.0 | False | None | None | False | None | False | 10826.8 | 0 | | 3655162 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 134 Item No 14.11.2 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6176.66 | 6176.66 | 8.0 | False | None | None | False | None | False | 49413.28 | 0 | | 3655163 | 133368 | None | CommonPwdSR 23-24 V-2 Pg no 133 Item No 14.10.1.1 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : (510x1040 mm bowl depth 250 mm) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6828.11 | 6828.11 | 10.0 | False | None | None | False | None | False | 68281.1 | 0 | | 3655164 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 132 Item No 14.7.1 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3745.86 | 3745.86 | 29.0 | False | None | None | False | None | False | 108629.94 | 0 | | 3655165 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 141 Item No 14.63a | Providing and fixing Single lever sink mixer with swivel spout top
outlet wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4578.41 | 4578.41 | 14.0 | False | None | None | False | None | False | 64097.74 | 0 | | 3655166 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 119 Item No 13.15 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Nos. | 881.17 | 881.17 | 33.0 | False | None | None | False | None | False | 29078.61 | 0 | | 3655167 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 135 Item No 14.22A | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality& make and as per the direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 984.47 | 984.47 | 49.0 | False | None | None | False | None | False | 48239.03 | 0 | | 3655168 | 133368 | None | CommonPwdSR 23-24 V-2 Page no 118 Item No 13.8.1.1 | Providing and fixing unplasticised PVC connection pipe with brass unions :(30 cm length 15 mm nominal bore) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 100.88 | 100.88 | 49.0 | False | None | None | False | None | False | 4943.12 | 0 | | 3655169 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 137 Item No 14.37.1 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 371.91 | 371.91 | 49.0 | False | None | None | False | None | False | 18223.59 | 0 | | 3655170 | 133368 | None | CommonPwd SR 23-24 V-2 Page no 137 Item No 14.36.1 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 109.39 | 109.39 | 49.0 | False | None | None | False | None | False | 5360.11 | 0 | | 3655171 | 133368 | None | Common Pwd SR 23-24 V-2 Pge no 121 Item No 13.28.1 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore, weighing not less than 32 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 77.79 | 77.79 | 115.0 | False | None | None | False | None | False | 8945.85 | 0 | | 3655172 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 115 Item No 13.2.1 | Providing and fixing brass bib cock of approved quality.15 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 347.6 | 347.6 | 35.0 | False | None | None | False | None | False | 12166.0 | 0 | | 3655173 | 133368 | None | Common Pwd SR 23-24 V2 Page no 63 Item No 9.29 | Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 5233.51 | 5233.51 | 20.0 | False | None | None | False | None | False | 104670.2 | 0 | | 3655174 | 133368 | None | Common Pwd SR 23-24 V2 Page no 70 Item No 10.8 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3389.75 | 3389.75 | 5.0 | False | None | None | False | None | False | 16948.75 | 0 | | 3655175 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.GROUND FLOOR-15 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 375.56 | 375.56 | 156.0 | False | None | None | False | None | False | 58587.36 | 0 | | 3655176 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.GROUND FLOOR-20 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 460.64 | 460.64 | 185.0 | False | None | None | False | None | False | 85218.4 | 0 | | 3655177 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.GROUND FLOOR-25 mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 579.75 | 579.75 | 195.0 | False | None | None | False | None | False | 113051.25 | 0 | | 3655178 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.GROUND FLOOR-32 mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 676.98 | 676.98 | 150.0 | False | None | None | False | None | False | 101547.0 | 0 | | 3655179 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.31.5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall -40 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 651.45 | 651.45 | 145.0 | False | None | None | False | None | False | 94460.25 | 0 | | 3655180 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.31.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall -50 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 949.23 | 949.23 | 50.0 | False | None | None | False | None | False | 47461.5 | 0 | | 3655181 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.33.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-Shafts & Terrace. 25 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 359.76 | 359.76 | 275.0 | False | None | None | False | None | False | 98934.0 | 0 | | 3655182 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.33.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-Shafts & Terrace. 32 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 452.13 | 452.13 | 200.0 | False | None | None | False | None | False | 90426.0 | 0 | | 3655183 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.33.5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-Shafts & Terrace. 40 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 579.75 | 579.75 | 560.0 | False | None | None | False | None | False | 324660.0 | 0 | | 3655184 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.33.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-Shafts & Terrace. 50 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 876.3 | 876.3 | 1175.0 | False | None | None | False | None | False | 1029652.5 | 0 | | 3655185 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.33.7 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-Shafts & Terrace. 65 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1701.56 | 1701.56 | 600.0 | False | None | None | False | None | False | 1020936.0 | 0 | | 3655186 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.33.8 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work-Shafts & Terrace. 80 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 2179.21 | 2179.21 | 350.0 | False | None | None | False | None | False | 762723.5 | 0 | | 3655187 | 133368 | None | Common Pwd SR 23-24 V-2 Pge no 117 Item No 13.5.3 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 403.51 | 403.51 | 56.0 | False | None | None | False | None | False | 22596.56 | 0 | | 3655188 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 117 Item No 13.4.2 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :32 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 726.8 | 726.8 | 38.0 | False | None | None | False | None | False | 27618.4 | 0 | | 3655189 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 117 Item No 13.4.3 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :40 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 853.21 | 853.21 | 20.0 | False | None | None | False | None | False | 17064.2 | 0 | | 3655190 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 117 Item No 13.4.4 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :50 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1039.17 | 1039.17 | 29.0 | False | None | None | False | None | False | 30135.93 | 0 | | 3655191 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 117 Item No 13.4.5 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :65 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1714.93 | 1714.93 | 10.0 | False | None | None | False | None | False | 17149.3 | 0 | | 3655192 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 117 Item No 13.4.6 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :80 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2524.39 | 2524.39 | 4.0 | False | None | None | False | None | False | 10097.56 | 0 | | 3655193 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 34 Item No 7.3.3 | Supplying, installation, testing and commissioning of solar hot water heater comprising of solar Flat Plate Collector (FPC) of size
2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. SS Model with 100mm thick of 48Kg/M3 density Rock wool insulation with 22SWG Aluminium cladding.300 L Capacity ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 85060.98 | 85060.98 | 4.0 | False | None | None | False | None | False | 340243.92 | 0 | | 3655194 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 82 Item No 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 178.66 | 178.66 | 375.0 | False | None | None | False | None | False | 66997.5 | 0 | | 3655195 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 118 Item No 13.9.2 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 339.1 | 339.1 | 8.0 | False | None | None | False | None | False | 2712.8 | 0 | | 3655196 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 135 Item No 14.22B | Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic
wall mixer of quality & make as approved by Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6760.05 | 6760.05 | 8.0 | False | None | None | False | None | False | 54080.4 | 0 | | 3655197 | 133368 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.40.2 | Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings arrangement
of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 602.84 | 602.84 | 8.0 | False | None | None | False | None | False | 4822.72 | 0 | | 3655198 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 137 Item No 14.38 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm
high and 112 mm distance from wall of standard shape with bracket of
the same materials with snap fittings of approved quality and colour,
weighing not less than 105 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 176.23 | 176.23 | 8.0 | False | None | None | False | None | False | 1409.84 | 0 | | 3655199 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 34 Item No 7.3.2 | Supplying, installation, testing and commissioning of solar hot water
heater comprising of solar Flat Plate Collector (FPC) of size
2120x1040x100mm and stainless steel hot water storage tank with
stainless steel heat exchanger absorber made of copper sheet and
copper tube of following capacity aluminium box collector with
appropriate capacity electrical back up arrangement excluding inlet
and out let pipes. SS Model with 100mm thick of 48Kg/M3 density
Rock wool insulation with 22SWG Aluminium cladding. 200 L Capacity ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 57019.28 | 57019.28 | 3.0 | False | None | None | False | None | False | 171057.84 | 0 | | 3655200 | 133368 | None | Common Pwd SR 23-24 V2 Page no 123 Item No 13.34 | Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | l | 10.94 | 10.94 | 5000.0 | False | None | None | False | None | False | 54700.0 | 0 | | 3655201 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 117 Item No 13.4.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching, refilling & testing of joints
complete as per direction of Engineer in Charge. External work. Shafts & Terrace. 32 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 721.95 | 721.95 | 25.0 | False | None | None | False | None | False | 18048.75 | 0 | | 3655202 | 133368 | None | Common Pwd SR 23-24 V-1 Page no 6 Item No 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir,
draft, approach channels, key trenches, foundation of bridges and
such simillar works in all kinds of soils , as per drawing and technical
specifications, including setting out, shoring, strutting, barricading,
caution lights, removal of stumps and other deleterious matter,
excavated surface leveled and sides neatly dressed disposing off the
excavated stuff or sorting & stacking the selected stuff for reuse in a
radius of 50 m and lift upto 1.5 m including cost of labour, tools & other
appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 294.13 | 294.13 | 655.5 | False | None | None | False | None | False | 192802.215 | 0 | | 3655203 | 133368 | None | Common Pwd SR 23-24 V-1 Page no 7 Item No 1.9 | Filling approved earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm
in depth, consolidating each deposited layer by ramming and watering,
lead up to 50 m and lift upto 1.5 m. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 323.3 | 323.3 | 630.0 | False | None | None | False | None | False | 203679.0 | 0 | | 3655204 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 114 Item No 10.3.7 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013
with latest amendments ended with integral sockets with ISI mark and
conveying to worksite, rolling and lowering into trenches, laying true to
line and level and perfect linking at joints, testing and commissioning,
including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of
elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete. for: Pipes of SN8 Self Fit - 160mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 749.9 | 749.9 | 250.0 | False | None | None | False | None | False | 187475.0 | 0 | | 3655205 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 115 Item No 10.3.8 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013
with latest amendments ended with integral sockets with ISI mark and
conveying to worksite, rolling and lowering into trenches, laying true to
line and level and perfect linking at joints, testing and commissioning,
including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of
elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete. for: Pipes of SN8 Self Fit - 200mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1081.71 | 1081.71 | 100.0 | False | None | None | False | None | False | 108171.0 | 0 | | 3655206 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 115 Item No 10.3.9 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013
with latest amendments ended with integral sockets with ISI mark and
conveying to worksite, rolling and lowering into trenches, laying true to
line and level and perfect linking at joints, testing and commissioning,
including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of
elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete. for: Pipes of SN8 Self Fit - 250mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1662.67 | 1662.67 | 85.0 | False | None | None | False | None | False | 141326.95 | 0 | | 3655207 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 114 Item No 10.2.4 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013
with latest amendments ended with integral sockets with ISI mark and
conveying to worksite, rolling and lowering into trenches, laying true to
line and level and perfect linking at joints, testing and commissioning,
including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of
elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN4, 160mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 700.07 | 700.07 | 250.0 | False | None | None | False | None | False | 175017.5 | 0 | | 3655208 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 191 Item No 16.9 | Constructing brick masonry chamber of internal dimension 600x600mm
and depth of 600mm (inner dimensions) with modular bricks of CD 75
in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering
12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6628.79 | 6628.79 | 75.0 | False | None | None | False | None | False | 497159.25 | 0 | | 3655209 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 124 Item No 13.39 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete
with C.I. grating brick masonry chamber 150 x 100 mm size P type With
Non Modular common burnt clay bricks of designation 3.5 & with water
tight C.I. cover with frame of 300 x300 mm size (inside) the weight of
cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as
per standard design: ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3136.95 | 3136.95 | 35.0 | False | None | None | False | None | False | 109793.25 | 0 | | 3655210 | 133368 | None | Common Pwd SR 23-24 V-5 Pg no 194 Item No 16.18.6 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion
or approved type Cast-insitu / Pre-cast RCC Machinehole chambers,
constructed using form vibrators of standard type, with barricading,
danger lighting and using of sight rails and boning rods wherever
necessary, shoring and strutting wherever required using Ordinary
Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down
graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raft thickness as in
approved drawings and with an offset in raft alround the chamber as
in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,
including conveying to work spot supply and fixing SFRC Machinehole
cover and frame (Heavy duty) conforming to IS:12592 with latest
amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3
mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.
Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as
detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole:Constructing Pre-cast RCC Machinehole 1.2 m internal dia. ,3.0M depth
& SFRC cover & frame ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 95394.32 | 95394.32 | 8.0 | False | None | None | False | None | False | 763154.56 | 0 | | 3655211 | 133368 | None | Common Pwd SR 23-24 V5 Page no 86 Item No 7.5.1 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986
with latest ammendments., in position for RCC walls including hoisting
and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 80mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1920.33 | 1920.33 | 8.0 | False | None | None | False | None | False | 15362.64 | 0 | | 3655212 | 133368 | None | Common Pwd SR 23-24 V5 Page no 86 Item No 7.5.2 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986
with latest ammendments., in position for RCC walls including hoisting
and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 100mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2261.86 | 2261.86 | 6.0 | False | None | None | False | None | False | 13571.16 | 0 | | 3655213 | 133368 | None | Common Pwd SR 23-24 V5 Page no 86 Item No 7.5.3 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986
with latest ammendments., in position for RCC walls including hoisting
and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 150mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2879.28 | 2879.28 | 2.0 | False | None | None | False | None | False | 5758.56 | 0 | | 3655214 | 133368 | None | Common Pwd SR 23-24 V-5 Pg no 247 Item No 21.1.11 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each componentsFor (For 2000 LPH FRP : Skid Type) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 748686.4 | 748686.4 | 1.0 | False | None | None | False | None | False | 748686.4 | 0 | | 3655215 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 240 Item No 20.8.1 | Automatic Online Hydraulically Operated Self Cleaning Multi grade
Pressure Filter for the flow rate of ........................... LPH (............... M.L.D)
with 16 hour pumping NOTE : For Detailed Specification of Automatic
hydraulic self cleaning screen filter(400 Microns), FILTRATION & Filter
Media For Pressure Filter, Anthracite, Carbon . Detailed Specification
and Rates fot Separate components ( i.e.., Online Sensore, Filtration &
Filder media) of 10000 LPH to 225000 LPH Refer Annexure-C -For 10000 & 15000 LPH (0.16 &0.24 M.L.D) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 1073198.2 | 1073198.2 | 1.0 | False | None | None | False | None | False | 1073198.2 | 0 | | 3655216 | 133368 | None | Common Pwd SR 23-24 V5 Page no 157 Item No 13.40.1 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. (pump room collection sump pumps) (2 HP, Size 65x50 Head 13M, Discharge 462 LPM) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 18972.39 | 18972.39 | 10.0 | False | None | None | False | None | False | 189723.9 | 0 | | 3655217 | 133368 | None | Common Pwd SR 23-24 V5 Page no 156 Item No 13.32 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Job | 7900.1 | 7900.1 | 10.0 | False | None | None | False | None | False | 79001.0 | 0 | | 3655218 | 133368 | None | Approved rate | Providing, fixing, testing and commissioning of Air Vent Cowel 110mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 219.48 | 219.48 | 30.0 | False | None | None | False | None | False | 6584.4 | 0 | | 3655219 | 133368 | None | Approved rate | Providing, fixing, testing and commissioning of Air Vent Cowel 75mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 189.98 | 189.98 | 34.0 | False | None | None | False | None | False | 6459.32 | 0 | | 3655220 | 133368 | None | Approved rate | Supplying and fixing Counter basin consisting of size: 420 x 590 x 195, Shape: oval of ISI or BIS Standards with a single 15mm C.P. 32mm dia CP waste coupling, 32mmdia heavy duty CP bottle trap with extension pipe, CP wall flanges, 2 Nos.15mm dia C.P. angle cocks, 2nos.C.P. flexible inlet connection pipes, CI brackets etc., complete including silicon sealant filling. (Jaguar make or Equalent ) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 9318.46 | 9318.46 | 71.0 | False | None | None | False | None | False | 661610.66 | 0 | | 3655221 | 133368 | None | Approved rate | Supplying, fixing, testing and commissioning of CP health faucet Hand operated spray unit (instant type) CP Crutch etc., complete as directed by the Engineer in charge. ALD-577. (Jaguar make or Equalent) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2183.0 | 2183.0 | 59.0 | False | None | None | False | None | False | 128797.0 | 0 | | 3655222 | 133368 | None | Approved rate | Supplying, fixing, testing and commissioning of single sink with large basin for Hospital use. Pedal-controlled faucet and button-controlled soap dispenser. The basin is supplied complete with drain, siphon, flexible connection to the water mains and plugs for wall mounting. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 25370.0 | 25370.0 | 2.0 | False | None | None | False | None | False | 50740.0 | 0 | | 3655223 | 133368 | None | Approved rate | Drilling with core cutting machine in RCC beams, slabs,floors etc., for alying pipes and rendering the same in RCC 1:2:4, finishing the same to the satisfication of the owner or his authorised representative etc., including nominal reniforcement wherever required complete. The quoted rate shall also include for providing EPOXY based water proofing compound for sealing the joints around the pipes.Core cut-75mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1627.22 | 1627.22 | 16.0 | False | None | None | False | None | False | 26035.52 | 0 | | 3655224 | 133368 | None | Approved rate | Drilling with core cutting machine in RCC beams, slabs,floors etc., for alying pipes and rendering the same in RCC 1:2:4, finishing the same to the satisfication of the owner or his authorised representative etc., including nominal reniforcement wherever required complete. The quoted rate shall also include for providing EPOXY based water proofing compound for sealing the joints around the pipes.Core cut-110mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2370.62 | 2370.62 | 40.0 | False | None | None | False | None | False | 94824.8 | 0 | | 3655225 | 133368 | None | Approved rate | Drilling with core cutting machine in RCC beams, slabs,floors etc., for alying pipes and rendering the same in RCC 1:2:4, finishing the same to the satisfication of the owner or his authorised representative etc., including nominal reniforcement wherever required complete. The quoted rate shall also include for providing EPOXY based water proofing compound for sealing the joints around the pipes.Core cut-160mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2816.66 | 2816.66 | 8.0 | False | None | None | False | None | False | 22533.28 | 0 | | 3655226 | 133368 | None | Approved rate | Providing, fixing, testing and commissioning CP grating for trap, complete as directed by the Engineer in charge & approved quality confiMing to ISI or BIS Standards ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 177.0 | 177.0 | 45.0 | False | None | None | False | None | False | 7965.0 | 0 | | 3655227 | 133368 | None | Approved rate | Supplying and fixing PCC Pedestal 450 x 250 x 200mm with MS sloted angle iron brackets, supports with necessary drilling holes to suit the insertion of pipe clamps deburning etc., as per detailed drawing for supporting water supply pipes with suitable MS clamps, bolts, anchor bolts, nuts and washers fixed on shaft walls / outer walls etc. The quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08mm thick conformed to IS 1239 etc., complete as directed by the employer. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 767.0 | 767.0 | 105.0 | False | None | None | False | None | False | 80535.0 | 0 | | 3655228 | 133368 | None | Approved rate | Supplying, installing, testing and commissioning approved make centrifigal monoblock pump made of C.I Construction suitable for building application. Thequoted rate shall also include for auto lvl.controller with cabling between hePumps, control panel, UGR & OHT etc.,. complete.approx. Length of cable = 80. providing necessary safety devices viz. dry run protection, over load relays etc., complete working on 230V, 50Hz, 1Ph, with starter, 10.0 Lps @ 40.0m Head (1 No. Working + 1No. Stand By) (From Domestic Water Sump to O.H.T) FOR HOSPITAL ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 295000.0 | 295000.0 | 1.0 | False | None | None | False | None | False | 295000.0 | 0 | | 3655229 | 133368 | None | Approved rate | Supplying, installing, testing and commissioning approved make centrifigal monoblock pump made of C.I Construction suitable for building application. Thequoted rate shall also include for auto lvl.controller with cabling between hePumps, control panel, UGR & OHT etc.,. complete.approx. Length of cable = 80. providing necessary safety devices viz. dry run protection, over load relays etc., complete working on 230V, 50Hz, 1Ph, with starter, 6.0 Lps @ 40.0m Head (1 No. Working + 1No. Stand By) (From STP to O.H.T) Flushing water. FOR HOSPITAL ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 283200.0 | 283200.0 | 1.0 | False | None | None | False | None | False | 283200.0 | 0 | | 3655230 | 133368 | None | Approved rate | Supplying, installing, testing and commissioning approved make centrifigal monoblock pump made of C.I Construction suitable for building application. Thequoted rate shall also include for auto lvl.controller with cabling between hePumps, control panel, UGR & OHT etc.,. complete.approx. Length of cable = 80. providing necessary safety devices viz. dry run protection, over load relays etc., complete working on 230V, 50Hz, 1Ph, with starter, 5cum/hr @ 35.0m Head (1 No. Working + 1No. Stand By) Raw water Transfer Pump ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 283200.0 | 283200.0 | 1.0 | False | None | None | False | None | False | 283200.0 | 0 | | 3655231 | 133368 | None | Approved rate | Supply installation testing & commissioning of Air source Heat pump of hot water output of 600 lt/hr, with imported primary circulation pump, compressor, heat exchanger, expansion valve, evaporator, fan, solenoid valve , high pressure switch & low pressure switch, Hot water storage tank of 1000lt capacity, made up of MS CRCA sheets of 5/6 mm thick manhole of 450mm ID, all nozzles, tank inside heat resistant epoxy, external with primer and enamel paint, tank insulation with Rockwool insulation and aluminum cladding of 24swg, Hot water connections from heat pump to mixing tank, with necessary SS ball valves, NRV, air vent, MS ERW C class pipes, bends, flanges etc. with required thermal insulation, testing points for maintenance etc, Return water pump( building circulation pump) of 1 m3 with 20mt head, 1 working, with timer control and temperature with control panel with contactors, OLRs, MCBs, etc .. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1212780.4 | 1212780.4 | 1.0 | False | None | None | False | None | False | 1212780.4 | 0 | | 3655232 | 133368 | None | Common Pwd SR 23-24 V-1 Page no 5 Item No 1.4.2 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m. 1000 MM Dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 314.79 | 314.79 | 25.5 | False | None | None | False | None | False | 8027.145 | 0 | | 3655233 | 133368 | None | Common Pwd SR 23-24 V-3 Page no 3 Item No A | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Disposal of 10Km) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 164.08 | 164.08 | 50.85 | False | None | None | False | None | False | 8343.468 | 0 | | 3655234 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 175 Item No 17.5 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.1000 MM Dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1364.89 | 1364.89 | 105.0 | False | None | None | False | None | False | 143313.45 | 0 | | 3655235 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 175 Item No 17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 1000 MM Dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 1217.83 | 1217.83 | 4.2 | False | None | None | False | None | False | 5114.886 | 0 | | 3655236 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 175 Item No 17.2 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.1000 MM Dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 1441.46 | 1441.46 | 2.1 | False | None | None | False | None | False | 3027.066 | 0 | | 3655237 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 175 Item No 17.3 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 1448.76 | 1448.76 | 2.1 | False | None | None | False | None | False | 3042.396 | 0 | | 3655238 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 175 Item No 17.4 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Cum | 1627.42 | 1627.42 | 2.1 | False | None | None | False | None | False | 3417.582 | 0 | | 3655239 | 133368 | None | Common Pwd SR 23-24 V-2 Page no 177 Item No 17.14 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1422.02 | 1422.02 | 15.0 | False | None | None | False | None | False | 21330.3 | 0 | | 3655240 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 140 Item No 12.4 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indic ting the location of the site, recommended depth of casing pipe required seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casin pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging techn al personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above M and upto 30 M - 15%,
b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of R . 100/- is to be deducted for Dry Borewell towards yield test. tc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6427.04 | 6427.04 | 1.0 | False | None | None | False | None | False | 6427.04 | 0 | | 3655241 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40909 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 0 to 50 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 449.7 | 449.7 | 50.0 | False | None | None | False | None | False | 22485.0 | 0 | | 3655242 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40910 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 50 to 100 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 563.95 | 563.95 | 50.0 | False | None | None | False | None | False | 28197.5 | 0 | | 3655243 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40911 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 100 to 150 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 599.19 | 599.19 | 50.0 | False | None | None | False | None | False | 29959.5 | 0 | | 3655244 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40912 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 150 to 200 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 695.21 | 695.21 | 50.0 | False | None | None | False | None | False | 34760.5 | 0 | | 3655245 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40913 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 200 to 250 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 815.53 | 815.53 | 50.0 | False | None | None | False | None | False | 40776.5 | 0 | | 3655246 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40914 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 250 to 300 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 899.4 | 899.4 | 50.0 | False | None | None | False | None | False | 44970.0 | 0 | | 3655247 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 139 Item No 40915 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth). Borewell depth of 300 to 350 Mtrs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1054.97 | 1054.97 | 50.0 | False | None | None | False | None | False | 52748.5 | 0 | | 3655248 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 143 Item No 12.32 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 nd latest ammendments, electrical resistance welded steel tubes, terial and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixe with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 2349.37 | 2349.37 | 35.0 | False | None | None | False | None | False | 82227.95 | 0 | | 3655249 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 155 Item No 13.28 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 668.47 | 668.47 | 60.0 | False | None | None | False | None | False | 40108.2 | 0 | | 3655250 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 143 Item No 12.33 | Providing and fixing MS casing collars per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thic ness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 182.31 | 182.31 | 1.0 | False | None | None | False | None | False | 182.31 | 0 | | 3655251 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 143 Item No 12.34 | Providing and laying at site of wor MS asing caps as per IS 1239 (part- II) 1982 with all latest amendm nts if any for any dia. The thickness of plate used for covering one e shall be 3mm (minimum). The dimensions of caps and olars shall be strictly as per IS 1239 (Part-II) 1982 with all mendments including cost of material and labour charges for fixing, if a y etc. complete with all lead and lifts and as directed by the Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 199.33 | 199.33 | 1.0 | False | None | None | False | None | False | 199.33 | 0 | | 3655252 | 133368 | None | 18-19 SR page no 95 item no 13.81.3 | Providing NP/CP 50mm dia Waste Unions conforming to ISI specifications and fixing them in position as per directions (Rates includes cost of materials fixtures and conveyance to work spot etc complete) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 255.23 | 255.23 | 1.0 | False | None | None | False | None | False | 255.23 | 0 | | 3655253 | 133368 | None | Common Pwd SR 23-24 V-5 Pg no 152 Item No 13.13.6 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For HP etc Complete.5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00" ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 39059.31 | 39059.31 | 1.0 | False | None | None | False | None | False | 39059.31 | 0 | | 3655254 | 133368 | None | Common Pwd SR 23-24 V-5 Pg no 155 Item No 13.23.2 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protectionsuitable for thepumpdescribedabove 1 no Indoor type NOTE: 1) DOL- Direct Online Starter
2) S-D- Star Delta Starter etc. complete.3 to 6 HP pumps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 11607.07 | 11607.07 | 1.0 | False | None | None | False | None | False | 11607.07 | 0 | | 3655255 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 155 Item No 13.29 | Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 1883.87 | 1883.87 | 1.0 | False | None | None | False | None | False | 1883.87 | 0 | | 3655256 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 155 Item No 13.31 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Job | 48.61 | 48.61 | 100.0 | False | None | None | False | None | False | 4861.0 | 0 | | 3655257 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 156 Item No 13.32 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Job | 7900.1 | 7900.1 | 1.0 | False | None | None | False | None | False | 7900.1 | 0 | | 3655258 | 133368 | None | Common Pwd SR 23-24 V-5 Page no 156 Item No 13.33 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Job | 1640.79 | 1640.79 | 1.0 | False | None | None | False | None | False | 1640.79 | 0 | | 3655259 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 7 Item No 2.6.2 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.3C x 4 mm2 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 204.19 | 204.19 | 275.0 | False | None | None | False | None | False | 56152.25 | 0 | | 3655260 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 20 Item No 5.42.2 | Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sq CM | 0.52 | 0.52 | 30000.0 | False | None | None | False | None | False | 15600.0 | 0 | | 3655261 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 21 Item No 5.44.4 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. 600mmx600mmx170mm. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 17647.61 | 17647.61 | 1.0 | False | None | None | False | None | False | 17647.61 | 0 | | 3655262 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 14 Item No 5.6.6 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws.20" x 20" x 2.5" ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 396.38 | 396.38 | 1.0 | False | None | None | False | None | False | 396.38 | 0 | | 3655263 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 17 Item No 5.18.1 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 A SP ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 504.39 | 504.39 | 1.0 | False | None | None | False | None | False | 504.39 | 0 | | 3655264 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 57 Item No 13.18.1 | Fixing of ..... A TPST / change over switch / Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labelling..15A to 63A TPST ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 337.88 | 337.88 | 1.0 | False | None | None | False | None | False | 337.88 | 0 | | 3655265 | 133368 | None | Common Pwd SR 23-24 V-6 Page no 19 Item No 5.37 | Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kvar | 583.39 | 583.39 | 1.0 | False | None | None | False | None | False | 583.39 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Plumbing work-First floor-Internal Watersupply & Sanitary works) | 1135669.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655266 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 125 Item No 13.50.5 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work.40mm dia pipes, From wash basin waste lines ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 373.18 | 373.18 | 65.0 | False | None | None | False | None | False | 24256.7 | 0 | | 3655267 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 125 Item No 13.50.6 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. 50mm dia pipes, From sink & urinal waste lines ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 473.84 | 473.84 | 45.0 | False | None | None | False | None | False | 21322.8 | 0 | | 3655268 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 128 Item No 13.64.1 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. ( Internal drainage). 75mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 354.76 | 354.76 | 95.0 | False | None | None | False | None | False | 33702.2 | 0 | | 3655269 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 128 Item No 13.64.2 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. ( Internal drainage). 110mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 472.61 | 472.61 | 85.0 | False | None | None | False | None | False | 40171.85 | 0 | | 3655270 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 128 Item No 13.63 | Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories
complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 299.52 | 299.52 | 50.0 | False | None | None | False | None | False | 14976.0 | 0 | | 3655271 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 136 Item No 14.31 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1497.62 | 1497.62 | 25.0 | False | None | None | False | None | False | 37440.5 | 0 | | 3655272 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 118 Item No 13.9.2 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 342.49 | 342.49 | 8.0 | False | None | None | False | None | False | 2739.92 | 0 | | 3655273 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 135 Item No 14.22B | Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6827.66 | 6827.66 | 8.0 | False | None | None | False | None | False | 54621.28 | 0 | | 3655274 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.40.2 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 608.87 | 608.87 | 8.0 | False | None | None | False | None | False | 4870.96 | 0 | | 3655275 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.38 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 178.0 | 178.0 | 8.0 | False | None | None | False | None | False | 1424.0 | 0 | | 3655276 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 119 Item No 13.16 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 761.08 | 761.08 | 59.0 | False | None | None | False | None | False | 44903.72 | 0 | | 3655277 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 138 Item No 14.44 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 13778.07 | 13778.07 | 2.0 | False | None | None | False | None | False | 27556.14 | 0 | | 3655278 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 131 Item No 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush
bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and
floors wherever required :: W.C. pan with ISI marked white solid plastic seat and lid ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7337.09 | 7337.09 | 17.0 | False | None | None | False | None | False | 124730.53 | 0 | | 3655279 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 131 Item No 14.4.1 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete,
including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with 5 litre white P.V.C. automatic flushing cistern ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5467.53 | 5467.53 | 2.0 | False | None | None | False | None | False | 10935.06 | 0 | | 3655280 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 134 Item No 14.11.2 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6238.43 | 6238.43 | 5.0 | False | None | None | False | None | False | 31192.15 | 0 | | 3655281 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 133 Itm No 14.10.1.1 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls
wherever required : (510x1040 mm bowl depth 250 mm) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6896.4 | 6896.4 | 2.0 | False | None | None | False | None | False | 13792.8 | 0 | | 3655282 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 132 Item No 14.7.1 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3783.32 | 3783.32 | 12.0 | False | None | None | False | None | False | 45399.84 | 0 | | 3655283 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 141 Item No 14.63a | Providing and fixing Single lever sink mixer with swivel spout top outlet wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4624.2 | 4624.2 | 7.0 | False | None | None | False | None | False | 32369.4 | 0 | | 3655284 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 119 Item No 13.15 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 889.98 | 889.98 | 15.0 | False | None | None | False | None | False | 13349.7 | 0 | | 3655285 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 135 Item No 14.22A | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality& make and as per the direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 994.32 | 994.32 | 21.0 | False | None | None | False | None | False | 20880.72 | 0 | | 3655286 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 118 Item No 13.8.1.1 | Providing and fixing unplasticised PVC connection pipe with brass unions :(30 cm length 15 mm nominal bore) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 101.89 | 101.89 | 21.0 | False | None | None | False | None | False | 2139.69 | 0 | | 3655287 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.37.1 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 375.63 | 375.63 | 21.0 | False | None | None | False | None | False | 7888.23 | 0 | | 3655288 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.36.1 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 110.48 | 110.48 | 21.0 | False | None | None | False | None | False | 2320.08 | 0 | | 3655289 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 121 Item No 13.28.1 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore, weighing not less than 32 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 78.56 | 78.56 | 50.0 | False | None | None | False | None | False | 3928.0 | 0 | | 3655290 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 117 Item No 13.2.1 | Providing and fixing brass bib cock of approved quality15 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 351.08 | 351.08 | 15.0 | False | None | None | False | None | False | 5266.2 | 0 | | 3655291 | 133369 | None | Common Pwd SR 23-24 V2 Pg no 63 Item No 9.29 | Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 5285.85 | 5285.85 | 15.0 | False | None | None | False | None | False | 79287.75 | 0 | | 3655292 | 133369 | None | Common Pwd SR 23-24 V2 Pg no 70 Item No 10.8 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3423.65 | 3423.65 | 5.0 | False | None | None | False | None | False | 17118.25 | 0 | | 3655293 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 379.31 | 379.31 | 100.0 | False | None | None | False | None | False | 37931.0 | 0 | | 3655294 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 465.24 | 465.24 | 175.0 | False | None | None | False | None | False | 81417.0 | 0 | | 3655295 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 585.54 | 585.54 | 150.0 | False | None | None | False | None | False | 87831.0 | 0 | | 3655296 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 32 mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 683.75 | 683.75 | 110.0 | False | None | None | False | None | False | 75212.5 | 0 | | 3655297 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.31.5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall . 40 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 657.97 | 657.97 | 110.0 | False | None | None | False | None | False | 72376.7 | 0 | | 3655298 | 133369 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.31.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall .50 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 958.72 | 958.72 | 65.0 | False | None | None | False | None | False | 62316.8 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Plumbing work-Second floor-Internal Watersupply & Sanitary works) | 1334880.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655299 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 125 Item No 13.50.5 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work.40mm dia pipes, From wash basin waste lines ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 376.87 | 376.87 | 85.0 | False | None | None | False | None | False | 32033.95 | 0 | | 3655300 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 125 Item No 13.50.6 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work.50mm dia pipes, From sink & urinal waste lines ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 478.53 | 478.53 | 65.0 | False | None | None | False | None | False | 31104.45 | 0 | | 3655301 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 128 Item No 13.64.1 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. ( Internal drainage). 75mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 358.28 | 358.28 | 155.0 | False | None | None | False | None | False | 55533.4 | 0 | | 3655302 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 128 Item No 13.64.2 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. ( Internal drainage). 110mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 477.29 | 477.29 | 145.0 | False | None | None | False | None | False | 69207.05 | 0 | | 3655303 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 128 Item No 13.63 | Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 302.49 | 302.49 | 50.0 | False | None | None | False | None | False | 15124.5 | 0 | | 3655304 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 136 Item No 14.31 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1512.44 | 1512.44 | 25.0 | False | None | None | False | None | False | 37811.0 | 0 | | 3655305 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 118 Item No 13.9.2 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 345.88 | 345.88 | 10.0 | False | None | None | False | None | False | 3458.8 | 0 | | 3655306 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 135 Item No 14.22B | Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6895.26 | 6895.26 | 10.0 | False | None | None | False | None | False | 68952.6 | 0 | | 3655307 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.40.2 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 614.9 | 614.9 | 10.0 | False | None | None | False | None | False | 6149.0 | 0 | | 3655308 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.38 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 179.76 | 179.76 | 10.0 | False | None | None | False | None | False | 1797.6 | 0 | | 3655309 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 119 Item No 13.16 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 768.62 | 768.62 | 64.0 | False | None | None | False | None | False | 49191.68 | 0 | | 3655310 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 138 Item No 14.44 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 13914.48 | 13914.48 | 4.0 | False | None | None | False | None | False | 55657.92 | 0 | | 3655311 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 131 Item No 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :: W.C. pan with ISI marked white solid plastic seat and lid ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7409.73 | 7409.73 | 17.0 | False | None | None | False | None | False | 125965.41 | 0 | | 3655312 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 131 Item No 14.4.1 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with 5 litre white P.V.C. automatic flushing cistern ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5521.66 | 5521.66 | 2.0 | False | None | None | False | None | False | 11043.32 | 0 | | 3655313 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 134 Item No 14.11.2 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6300.2 | 6300.2 | 6.0 | False | None | None | False | None | False | 37801.2 | 0 | | 3655314 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 133 Itm No 14.10.1.1 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : (510x1040 mm bowl depth 250 mm) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6964.68 | 6964.68 | 2.0 | False | None | None | False | None | False | 13929.36 | 0 | | 3655315 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 132 Item No 14.7.1 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3820.78 | 3820.78 | 12.0 | False | None | None | False | None | False | 45849.36 | 0 | | 3655316 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 141 Item No 14.63a | Providing and fixing Single lever sink mixer with swivel spout top outlet wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4669.98 | 4669.98 | 8.0 | False | None | None | False | None | False | 37359.84 | 0 | | 3655317 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 119 Item No 13.15 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 898.79 | 898.79 | 15.0 | False | None | None | False | None | False | 13481.85 | 0 | | 3655318 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 135 Item No 14.22A | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality& make and as per the direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1004.16 | 1004.16 | 22.0 | False | None | None | False | None | False | 22091.52 | 0 | | 3655319 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 118 Item No 13.8.1.1 | Providing and fixing unplasticised PVC connection pipe with brass unions :(30 cm length 15 mm nominal bore) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 102.9 | 102.9 | 22.0 | False | None | None | False | None | False | 2263.8 | 0 | | 3655320 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.37.1 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 379.35 | 379.35 | 22.0 | False | None | None | False | None | False | 8345.7 | 0 | | 3655321 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 137 Item No 14.36.1 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 111.57 | 111.57 | 22.0 | False | None | None | False | None | False | 2454.54 | 0 | | 3655322 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 121 Item No 13.28.1 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore, weighing not less than 32 g ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 79.34 | 79.34 | 50.0 | False | None | None | False | None | False | 3967.0 | 0 | | 3655323 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 117 Item No 13.2.1 | Providing and fixing brass bib cock of approved quality.15 mm nominal bore ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 354.56 | 354.56 | 15.0 | False | None | None | False | None | False | 5318.4 | 0 | | 3655324 | 133370 | None | Common Pwd SR 23-24 V2 Pg no 63 Item No 9.29 | Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 5338.18 | 5338.18 | 15.0 | False | None | None | False | None | False | 80072.7 | 0 | | 3655325 | 133370 | None | Common Pwd SR 23-24 V2 Pg no 70 Item No 10.8 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3457.55 | 3457.55 | 5.0 | False | None | None | False | None | False | 17287.75 | 0 | | 3655326 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.15 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 383.07 | 383.07 | 110.0 | False | None | None | False | None | False | 42137.7 | 0 | | 3655327 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.20 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 469.85 | 469.85 | 185.0 | False | None | None | False | None | False | 86922.25 | 0 | | 3655328 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.25 mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 591.34 | 591.34 | 165.0 | False | None | None | False | None | False | 97571.1 | 0 | | 3655329 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.32.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.32 mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 690.52 | 690.52 | 125.0 | False | None | None | False | None | False | 86315.0 | 0 | | 3655330 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.31.5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work Exposed on wall .40 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 664.48 | 664.48 | 130.0 | False | None | None | False | None | False | 86382.4 | 0 | | 3655331 | 133370 | None | Common Pwd SR 23-24 V-2 Pg no 122 Item No 13.31.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work Exposed on wall .50 mm nominal dia Pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 968.21 | 968.21 | 85.0 | False | None | None | False | None | False | 82297.85 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District.(Electrical work-Internal/External Electrification) | 26339852.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655332 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.2.1 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Point | 326.94 | 326.94 | 249.0 | False | None | None | False | None | False | 81408.06 | 0 | | 3655333 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.2.2 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Point | 460.63 | 460.63 | 363.0 | False | None | None | False | None | False | 167208.69 | 0 | | 3655334 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.2.3 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Point | 674.54 | 674.54 | 661.0 | False | None | None | False | None | False | 445870.94 | 0 | | 3655335 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.2.4 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Two outlet in a row, above 3Mtr up to 6Mtr from tapping point to out let via switches ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Point | 822.82 | 822.82 | 50.0 | False | None | None | False | None | False | 41141.0 | 0 | | 3655336 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.2.5 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Three outlet in a row, above 6Mts up to 10Mtr from tapping point to out let via switches ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Point | 1202.03 | 1202.03 | 25.0 | False | None | None | False | None | False | 30050.75 | 0 | | 3655337 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.4.1 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-2Way ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 167.72 | 167.72 | 190.0 | False | None | None | False | None | False | 31866.8 | 0 | | 3655338 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3Way ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 193.24 | 193.24 | 242.0 | False | None | None | False | None | False | 46764.08 | 0 | | 3655339 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.4.3 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 215.12 | 215.12 | 89.0 | False | None | None | False | None | False | 19145.68 | 0 | | 3655340 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.4.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 267.38 | 267.38 | 89.0 | False | None | None | False | None | False | 23796.82 | 0 | | 3655341 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.4.5 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 317.21 | 317.21 | 168.0 | False | None | None | False | None | False | 53291.28 | 0 | | 3655342 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.4.6 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 387.71 | 387.71 | 272.0 | False | None | None | False | None | False | 105457.12 | 0 | | 3655343 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.5.1 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 2 Module ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 166.5 | 166.5 | 190.0 | False | None | None | False | None | False | 31635.0 | 0 | | 3655344 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.5.2 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3 Module ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 195.67 | 195.67 | 242.0 | False | None | None | False | None | False | 47352.14 | 0 | | 3655345 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.5.3 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4 Module ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 212.69 | 212.69 | 89.0 | False | None | None | False | None | False | 18929.41 | 0 | | 3655346 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.5.4 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 284.4 | 284.4 | 89.0 | False | None | None | False | None | False | 25311.6 | 0 | | 3655347 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.5.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 345.17 | 345.17 | 168.0 | False | None | None | False | None | False | 57988.56 | 0 | | 3655348 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 3.5.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 418.09 | 418.09 | 272.0 | False | None | None | False | None | False | 113720.48 | 0 | | 3655349 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 123.97 | 123.97 | 2114.0 | False | None | None | False | None | False | 262072.58 | 0 | | 3655350 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 201.75 | 201.75 | 42.0 | False | None | None | False | None | False | 8473.5 | 0 | | 3655351 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 207.83 | 207.83 | 752.0 | False | None | None | False | None | False | 156288.16 | 0 | | 3655352 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 433.89 | 433.89 | 255.0 | False | None | None | False | None | False | 110641.95 | 0 | | 3655353 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 396.22 | 396.22 | 160.0 | False | None | None | False | None | False | 63395.2 | 0 | | 3655354 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 286.83 | 286.83 | 310.0 | False | None | None | False | None | False | 88917.3 | 0 | | 3655355 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.7 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16Amps one way switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 218.77 | 218.77 | 150.0 | False | None | None | False | None | False | 32815.5 | 0 | | 3655356 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 4 Itm No 1.13 | Supplyin and Fixing Metal Fan Box with Round Hook. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 142.2 | 142.2 | 251.0 | False | None | None | False | None | False | 35692.2 | 0 | | 3655357 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 21 Itm No 5.45.2 | Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB).The entire plug and socket shall be mounted in a thermoplastic I powder coated metal box & wired Completely. SP & N 20Amps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1180.15 | 1180.15 | 5.0 | False | None | None | False | None | False | 5900.75 | 0 | | 3655358 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps SP ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 504.39 | 504.39 | 674.0 | False | None | None | False | None | False | 339958.86 | 0 | | 3655359 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.42.2 | Fabricating supplying and mounting MS box made out ...SWG suitable for floor I wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete 16SWG ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sq CM | 0.52 | 0.52 | 1774000.0 | False | None | None | False | None | False | 922480.0 | 0 | | 3655360 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.15.9 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR POLE 100Amps 25kA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 10315.09 | 10315.09 | 18.0 | False | None | None | False | None | False | 185671.62 | 0 | | 3655361 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.15.13 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR POLE 250Amps 25kA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 25998.62 | 25998.62 | 2.0 | False | None | None | False | None | False | 51997.24 | 0 | | 3655362 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.18.7 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps TPN ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2086.84 | 2086.84 | 19.0 | False | None | None | False | None | False | 39649.96 | 0 | | 3655363 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.18.9 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 63Amps TPN ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3753.15 | 3753.15 | 31.0 | False | None | None | False | None | False | 116347.65 | 0 | | 3655364 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.2.1 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 19/20mm dia 2mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 80.21 | 80.21 | 7950.0 | False | None | None | False | None | False | 637669.5 | 0 | | 3655365 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.2.2 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 25mm dia 2mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 94.8 | 94.8 | 11420.0 | False | None | None | False | None | False | 1082616.0 | 0 | | 3655366 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.2.3 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 32mm dia 2.5mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 125.18 | 125.18 | 2125.0 | False | None | None | False | None | False | 266007.5 | 0 | | 3655367 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.3.1 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 82.64 | 82.64 | 3270.0 | False | None | None | False | None | False | 270232.8 | 0 | | 3655368 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.3.2 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 96.01 | 96.01 | 5265.0 | False | None | None | False | None | False | 505492.65 | 0 | | 3655369 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.3.3 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 32mm dia 2.5mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 120.32 | 120.32 | 1050.0 | False | None | None | False | None | False | 126336.0 | 0 | | 3655370 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 1.5 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 31.6 | 31.6 | 8095.0 | False | None | None | False | None | False | 255802.0 | 0 | | 3655371 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 2.5 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 51.04 | 51.04 | 22350.0 | False | None | None | False | None | False | 1140744.0 | 0 | | 3655372 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 4 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 76.57 | 76.57 | 10800.0 | False | None | None | False | None | False | 826956.0 | 0 | | 3655373 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.3.5 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 6 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 111.81 | 111.81 | 6785.0 | False | None | None | False | None | False | 758630.85 | 0 | | 3655374 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.3.6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 10 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 202.97 | 202.97 | 300.0 | False | None | None | False | None | False | 60891.0 | 0 | | 3655375 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.19.11 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 4 Way TP & N ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4907.78 | 4907.78 | 15.0 | False | None | None | False | None | False | 73616.7 | 0 | | 3655376 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.19.12 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 6 Way TP & N ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6004.07 | 6004.07 | 15.0 | False | None | None | False | None | False | 90061.05 | 0 | | 3655377 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.19.13 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 8 Way TP & N ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7403.0 | 7403.0 | 2.0 | False | None | None | False | None | False | 14806.0 | 0 | | 3655378 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.19.9 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 12 Way SP & N ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2830.66 | 2830.66 | 11.0 | False | None | None | False | None | False | 31137.26 | 0 | | 3655379 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.18.4 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps DP ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 898.18 | 898.18 | 20.0 | False | None | None | False | None | False | 17963.6 | 0 | | 3655380 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.18.8 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 40Amps TPN ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3699.67 | 3699.67 | 49.0 | False | None | None | False | None | False | 181283.83 | 0 | | 3655381 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.20.8 | Supplying, fixing and wiring Residual current Circuit Breaker [RCCB] 240/450V up to 300mA sensitivity on existing wood/panel board 32-40 Amps 4 pole ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6255.66 | 6255.66 | 32.0 | False | None | None | False | None | False | 200181.12 | 0 | | 3655382 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.20.1 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 Amps 2 pole ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5198.26 | 5198.26 | 14.0 | False | None | None | False | None | False | 72775.64 | 0 | | 3655383 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.03 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 4 core 10 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 143422.06 | 143422.06 | 0.65 | False | None | None | False | None | False | 93224.339 | 0 | | 3655384 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.05 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 4 core 16 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 172394.77 | 172394.77 | 0.75 | False | None | None | False | None | False | 129296.0775 | 0 | | 3655385 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.07 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 25 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 169607.85 | 169607.85 | 0.15 | False | None | None | False | None | False | 25441.1775 | 0 | | 3655386 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.09 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 35 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 187246.95 | 187246.95 | 0.1 | False | None | None | False | None | False | 18724.695 | 0 | | 3655387 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.11 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 50 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 217523.78 | 217523.78 | 0.2 | False | None | None | False | None | False | 43504.756 | 0 | | 3655388 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.13 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 70 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 386390.24 | 386390.24 | 0.2 | False | None | None | False | None | False | 77278.048 | 0 | | 3655389 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.14 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 95 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 453605.51 | 453605.51 | 0.05 | False | None | None | False | None | False | 22680.2755 | 0 | | 3655390 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.17 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 185 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 840106.35 | 840106.35 | 0.06 | False | None | None | False | None | False | 50406.381 | 0 | | 3655391 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.18 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 240 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 1048484.25 | 1048484.25 | 0.1 | False | None | None | False | None | False | 104848.425 | 0 | | 3655392 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.19 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 3.5 core 300 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 1295633.41 | 1295633.41 | 0.2 | False | None | None | False | None | False | 259126.682 | 0 | | 3655393 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 52 Itm No 21.05 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable-2.5 sqmm to 25 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 25384.84 | 25384.84 | 1.8 | False | None | None | False | None | False | 45692.712 | 0 | | 3655394 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 52 Itm No 21.06 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 sqmm to 95 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 37846.34 | 37846.34 | 0.55 | False | None | None | False | None | False | 20815.487 | 0 | | 3655395 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 52 Itm No 21.07 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 120 sqmm to 300 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 39230.68 | 39230.68 | 0.85 | False | None | None | False | None | False | 33346.078 | 0 | | 3655396 | 133371 | None | PWD SR 19-20 Itm No 6.11.3 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 32mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 142.2 | 142.2 | 6.0 | False | None | None | False | None | False | 853.2 | 0 | | 3655397 | 133371 | None | PWD SR 19-20 Itm No 6.11.5 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 50mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 320.86 | 320.86 | 10.0 | False | None | None | False | None | False | 3208.6 | 0 | | 3655398 | 133371 | None | PWD SR 19-20 Itm No 6.11.5 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 75mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 623.5 | 623.5 | 10.0 | False | None | None | False | None | False | 6235.0 | 0 | | 3655399 | 133371 | None | PWD SR 19-20 Itm No 6.11.6 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 63mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 471.57 | 471.57 | 5.0 | False | None | None | False | None | False | 2357.85 | 0 | | 3655400 | 133371 | None | PWD SR 19-20 Itm No 6.17.5 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 10 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 9.72 | 9.72 | 16.0 | False | None | None | False | None | False | 155.52 | 0 | | 3655401 | 133371 | None | PWD SR 19-20 Itm No 6.17.6 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 16 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 15.11 | 15.11 | 72.0 | False | None | None | False | None | False | 1087.92 | 0 | | 3655402 | 133371 | None | PWD SR 19-20 Itm No 6.17.8 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 35 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 38.89 | 38.89 | 24.0 | False | None | None | False | None | False | 933.36 | 0 | | 3655403 | 133371 | None | PWD SR 19-20 Itm No 6.17.9 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 50 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 72.92 | 72.92 | 32.0 | False | None | None | False | None | False | 2333.44 | 0 | | 3655404 | 133371 | None | PWD SR 19-20 Itm No 6.17.10 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 70 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 145.84 | 145.84 | 40.0 | False | None | None | False | None | False | 5833.6 | 0 | | 3655405 | 133371 | None | PWD SR 19-20 Itm No 6.17.11 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 95 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 182.31 | 182.31 | 8.0 | False | None | None | False | None | False | 1458.48 | 0 | | 3655406 | 133371 | None | PWD SR 19-20 Itm No 6.17.14 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 185 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 397.43 | 397.43 | 8.0 | False | None | None | False | None | False | 3179.44 | 0 | | 3655407 | 133371 | None | PWD SR 19-20 Itm No 6.17.15 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 240 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 562.73 | 562.73 | 8.0 | False | None | None | False | None | False | 4501.84 | 0 | | 3655408 | 133371 | None | PWD SR 19-20 Itm No 6.17.16 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 300 sqmm Long Barrel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 762.05 | 762.05 | 24.0 | False | None | None | False | None | False | 18289.2 | 0 | | 3655409 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.59.1 | Supplying and fixing 2mm thick perforated cable tray with powder coated paint on existing MS angle support using necessary Gl bolts/nuts and washer or welding as required 150x50mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 562.73 | 562.73 | 500.0 | False | None | None | False | None | False | 281365.0 | 0 | | 3655410 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.59.3 | Supplying and fixing 2mm thick perforated cable tray with powder coated paint on existing MS angle support using necessary Gl bolts/nuts and washer or welding as required 450x50mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1109.66 | 1109.66 | 50.0 | False | None | None | False | None | False | 55483.0 | 0 | | 3655411 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 54 Itm No 12.56 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the
pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4266.05 | 4266.05 | 38.0 | False | None | None | False | None | False | 162109.9 | 0 | | 3655412 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 54 Itm No 12.58.2 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 99.66 | 99.66 | 170.0 | False | None | None | False | None | False | 16942.2 | 0 | | 3655413 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 54 Itm No 12.58.3 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x6mm GI strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 155.57 | 155.57 | 350.0 | False | None | None | False | None | False | 54449.5 | 0 | | 3655414 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 54 Itm No 12.58.4 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 40x6mm GI strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 219.98 | 219.98 | 30.0 | False | None | None | False | None | False | 6599.4 | 0 | | 3655415 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 54 Itm No 12.58.6 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 X 600 X 3 mm GI plate. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1063.47 | 1063.47 | 4.0 | False | None | None | False | None | False | 4253.88 | 0 | | 3655416 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.58.7 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 692.77 | 692.77 | 80.0 | False | None | None | False | None | False | 55421.6 | 0 | | 3655417 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.58.8 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x6mm Copper strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1336.94 | 1336.94 | 80.0 | False | None | None | False | None | False | 106955.2 | 0 | | 3655418 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.58.9 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 40x6mm Copper strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1996.9 | 1996.9 | 220.0 | False | None | None | False | None | False | 439318.0 | 0 | | 3655419 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.58.11 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip 600x600x3mm Copper plate ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 9019.48 | 9019.48 | 30.0 | False | None | None | False | None | False | 270584.4 | 0 | | 3655420 | 133371 | None | Approved rate | Supply and installation of Bedded Panel with 4 no's 6 amps sockets and 2 no's 16 amps sockets with switches and 6 watt LED light fixtures & Provision for 4Nos gas pipeline sockets. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 10330.9 | 10330.9 | 15.0 | False | None | None | False | None | False | 154963.5 | 0 | | 3655421 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 44 Itm No 11.5.2 | Supply of round/square recess/surface mounted rolling type LED Down light with .......W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1075.62 | 1075.62 | 100.0 | False | None | None | False | None | False | 107562.0 | 0 | | 3655422 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 44 Itm No 11.5.3 | Supply of round/square recess/surface mounted rolling type LED Down light with .......W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 18W ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1609.18 | 1609.18 | 60.0 | False | None | None | False | None | False | 96550.8 | 0 | | 3655423 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 43 Itm No 11.3.2 | Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x4'- 20/22 w ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 838.62 | 838.62 | 642.0 | False | None | None | False | None | False | 538394.04 | 0 | | 3655424 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 47 Itm No 11.11.3 | Supplying & fixing of retrofit type - LED bulb.......W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per watt, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should less than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 7 W, 6500K ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 181.09 | 181.09 | 66.0 | False | None | None | False | None | False | 11951.94 | 0 | | 3655425 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 47 Itm No 11.11.5 | Supplying & fixing of retrofit type - LED bulb.......W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per watt, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should less than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12 W, 6500K ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 326.94 | 326.94 | 112.0 | False | None | None | False | None | False | 36617.28 | 0 | | 3655426 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 45 Itm No 11.6.3 | Supplying of recess mounting non integral type ........LED ...... W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should less than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, , THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/ CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.LED modular down light 2'x2' - 34 -36watt ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5533.71 | 5533.71 | 104.0 | False | None | None | False | None | False | 575505.84 | 0 | | 3655427 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 46 Itm No 11.8.3 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency greater than 130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 70watts ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 7282.67 | 7282.67 | 20.0 | False | None | None | False | None | False | 145653.4 | 0 | | 3655428 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 47 Itm No 11.15 | Supplying and fixing of LED Bulkhead of 10W with IP65 protection and IK 08 impact resistance suitable for surface and wall mounting applications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1023.36 | 1023.36 | 10.0 | False | None | None | False | None | False | 10233.6 | 0 | | 3655429 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 30 Itm No 6.1 | Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1813.37 | 1813.37 | 66.0 | False | None | None | False | None | False | 119682.42 | 0 | | 3655430 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 30 Itm No 6.2.2 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 15" Sweep (450mm) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5403.67 | 5403.67 | 10.0 | False | None | None | False | None | False | 54036.7 | 0 | | 3655431 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 30 Itm No 6.4.1 | Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 48" Sweep 5 Star (1200 mm) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3253.62 | 3253.62 | 211.0 | False | None | None | False | None | False | 686513.82 | 0 | | 3655432 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 30 Itm No 6.5.1 | Supplying wall mounting fan suitable to operate at singlephase 230v A.C. supply. 300mm Sweep ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3028.77 | 3028.77 | 20.0 | False | None | None | False | None | False | 60575.4 | 0 | | 3655433 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 52 Itm No 12.46 | Supplying & Fixing of 70-150 Watts lamp holder 2 Pin ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 76.57 | 76.57 | 184.0 | False | None | None | False | None | False | 14088.88 | 0 | | 3655434 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 56 Itm No 13.7.1 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 148.27 | 148.27 | 942.0 | False | None | None | False | None | False | 139670.34 | 0 | | 3655435 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 57 Itm No 13.11 | Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 382.85 | 382.85 | 231.0 | False | None | None | False | None | False | 88438.35 | 0 | | 3655436 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 57 Itm No 13.13 | Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 859.28 | 859.28 | 76.0 | False | None | None | False | None | False | 65305.28 | 0 | | 3655437 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 56 Itm No 13.4.1 | Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4” dia telescopic M. S. pipe, with 2” dia 1.5m long M. S. bracket and are welded with suitable angle, using 6mm thick M. S. sheet, grip bolts & nuts, as required, suitable for 9 to 12Ms. M. S. tubular pole, with necessary two coats of painting, with all other accessories. Single bracket 1.5M. Length ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1775.69 | 1775.69 | 31.0 | False | None | None | False | None | False | 55046.39 | 0 | | 3655438 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 56 Itm No 13.5 | Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 196.89 | 196.89 | 41.0 | False | None | None | False | None | False | 8072.49 | 0 | | 3655439 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 48 Itm No 12.2.1 | Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 298.98 | 298.98 | 21.0 | False | None | None | False | None | False | 6278.58 | 0 | | 3655440 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.42.1 | Fabricating supplying and mounting MS box made out ...SWG suitable for floor I wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete 14SWG ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sq CM | 0.6 | 0.6 | 1666000.0 | False | None | None | False | None | False | 999600.0 | 0 | | 3655441 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.40.5 | Supplying .........amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenoliciFRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 1000 A double run of 4 x 60 x 10 mm Aluminium Strips ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 12858.93 | 12858.93 | 25.0 | False | None | None | False | None | False | 321473.25 | 0 | | 3655442 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.41.3 | Supplying and fixing angle iron frame work iabricated out of M.S. angle iron.. and M.S. flat ... with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint 75x75x6mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 674.54 | 674.54 | 42.0 | False | None | None | False | None | False | 28330.68 | 0 | | 3655443 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.41.5 | Supplying and fixing angle iron frame work iabricated out of M.S. angle iron.. and M.S. flat ... with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint 75x150x75x6mm C channel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1125.46 | 1125.46 | 42.0 | False | None | None | False | None | False | 47269.32 | 0 | | 3655444 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.15.10 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR POLE 100Amps 25kA125Amps 25kA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 12568.45 | 12568.45 | 6.0 | False | None | None | False | None | False | 75410.7 | 0 | | 3655445 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.15.17 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Therm IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.FOUR POLE 320-400Amps 50kA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 36596.9 | 36596.9 | 2.0 | False | None | None | False | None | False | 73193.8 | 0 | | 3655446 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.15.20 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Therm IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.FOUR POLE 700-800Amps 50kA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 60648.46 | 60648.46 | 2.0 | False | None | None | False | None | False | 121296.92 | 0 | | 3655447 | 133371 | None | Approved rate | Supply and fixing of 800Amps fully Enclosed Automatic Transfer Switch (ATS) Pre-wired with Flexible Settings and seamless transfer between two power sources. The enclosure made of MS Power coated of necessary size. The switch comprising of EB/DG-Priority Source Selection,.Adjustable Time Delay(0.1sec to 3 hours),.Double-Break Contact System offering High Short-time Withstand (Icw),.with necessary Terminal Shrouds, Phase Barriers & Source Separator,. Protections for UV/OV, Phase Sequence, Single Phasing, Frequency variation. There should be sufficient space for cable termination. Three Phase 415 Volts ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 112100.0 | 112100.0 | 1.0 | False | None | None | False | None | False | 112100.0 | 0 | | 3655448 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.21 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 11248.52 | 11248.52 | 2.0 | False | None | None | False | None | False | 22497.04 | 0 | | 3655449 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.33 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH,KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 11321.45 | 11321.45 | 11.0 | False | None | None | False | None | False | 124535.95 | 0 | | 3655450 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 625.93 | 625.93 | 48.0 | False | None | None | False | None | False | 30044.64 | 0 | | 3655451 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.34 | Supplying, fixing and wiring 50/5 to 400/5Amps 15VA burden Current Transformer. Class 0.5 accuracy with Tape Wound ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 683.05 | 683.05 | 29.0 | False | None | None | False | None | False | 19808.45 | 0 | | 3655452 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.16 | Suppiying and fixing of Shunt trip suitable for MCCB.CBCT ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2069.82 | 2069.82 | 2.0 | False | None | None | False | None | False | 4139.64 | 0 | | 3655453 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.36 | Supplying,fixing and wiring 1000/5A to 1600/5A 15VA Burden class 1 Current Transformer ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1020.93 | 1020.93 | 12.0 | False | None | None | False | None | False | 12251.16 | 0 | | 3655454 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.40.3 | Supplying .........amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenoliciFRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 400Amps 4x50x10mm Aluminum Strips ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 5402.45 | 5402.45 | 5.0 | False | None | None | False | None | False | 27012.25 | 0 | | 3655455 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.41.2 | Supplying and fixing angle iron frame work iabricated out of M.S. angle iron.. and M.S. flat ... with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint 50x50x6mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 480.08 | 480.08 | 10.0 | False | None | None | False | None | False | 4800.8 | 0 | | 3655456 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.41.4 | Supplying and fixing angle iron frame work iabricated out of M.S. angle iron.. and M.S. flat ... with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint 50x100x50x6mm C channel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 918.84 | 918.84 | 93.0 | False | None | None | False | None | False | 85452.12 | 0 | | 3655457 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.39 | Supplying, fixing and wiring Automatic Power Factor controller fully, static units controlled by 14 stage microprocessor operation, relays LED display, self programming function for power stages and operating logic checking facility for healthy and efficient of each individual capacitor bank, measurement of network harmonics with indication when limit values are exceeded, Comprehensive displays with large, three place LED display, Long term memory for settings, protection for over voltage, power factor correction fault and no voltage, to connect I disconnect banks, with automatic recognition or with standard programs. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 26301.25 | 26301.25 | 1.0 | False | None | None | False | None | False | 26301.25 | 0 | | 3655458 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.37 | Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machinery ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kvar | 583.39 | 583.39 | 150.0 | False | None | None | False | None | False | 87508.5 | 0 | | 3655459 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 15 Itm No 5.13.1 | Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 25 Amps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1567.86 | 1567.86 | 3.0 | False | None | None | False | None | False | 4703.58 | 0 | | 3655460 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 15 Itm No 5.13.2 | Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40 Amps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2744.37 | 2744.37 | 4.0 | False | None | None | False | None | False | 10977.48 | 0 | | 3655461 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.40.2 | Supplying .........amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenoliciFRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 250Amps 4x30x10mm Aluminum Strips ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4174.89 | 4174.89 | 22.0 | False | None | None | False | None | False | 91847.58 | 0 | | 3655462 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.41.1 | Supplying and fixing angle iron frame work iabricated out of M.S. angle iron.. and M.S. flat ... with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint 40x40x6mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 370.69 | 370.69 | 83.0 | False | None | None | False | None | False | 30767.27 | 0 | | 3655463 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 5.40.1 | Supplying .........amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenoliciFRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 100Amps 4x30x6mm Aluminum Strips ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 2995.96 | 2995.96 | 26.0 | False | None | None | False | None | False | 77894.96 | 0 | | 3655464 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 14 Itm No 5.2.1 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired ajter fixing to the existing wooden board for motor Upto 12.5 HP ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 9060.8 | 9060.8 | 6.0 | False | None | None | False | None | False | 54364.8 | 0 | | 3655465 | 133371 | None | Approved rate | STREET LIGHTING PANEL-Fabricating, Supplying & Mounting M.S. Box made out of 16 SWG of size 700x750x220mm suitable for floor / wall mounting, fully weather proof with provision for better heat desipation, with two chambers & window for energy meter, provided with hinged front cover, two inside doors, with tamper proof locking arrangments, suitable size clamps with necessary cable entry pipe with gland and box should be finished with two coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. The box should be mounted on M.S.angle iron of size 40x40x6mm (total length 4.7M) with 1:2:4 concreting (0.25x0.75x0.9M) including coping. provision for housing 3 phase energy meter, suitable size bus bar, 100 A cut out (3 Nos), with timer (3-120sec) & contactorc) (60-70Amps), 63 A MCB TPN (1 No), 2 Nos 32 A TPN MCB on 4mm thick hylum sheet, wiring with suitable size copper wire & lugs. The box should be earthed with pipe type earthing. (AS PER PWD SR) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 35400.0 | 35400.0 | 1.0 | False | None | None | False | None | False | 35400.0 | 0 | | 3655466 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 11 Itm No 4.1.1 | Fabricating, supplying and erecting swaged tubular pole of height …Mtr having three sections, and providing two coats of red oxide paint and finished with two coats of enamelled paint of approved quality and colour and M.S. base plate of suitable size welded at the bottom of the pole(as per IS) and 40mm dia GI / flexible PVC pipe of 1M length fitted to the heavy gauge polycarbonate control box including 5way connector of size 167x125x82mm for 7.5M pole/200x160x98mm for remaining length of pole with front opening cover, with locking arrangements and suitable capacity MCB / DP switch, The pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the pole to the ground level and the coping CC shall be up to 0.6M above ground level as per IS 2713 - 7. Erection of heavy duty pole on Footpath / median 9Mt (5Mt Hb,165.1mm dia 4.85mm thick x2M Hm, 139.7mm dia 4.50mm thick x 2M Ht,114.3mm dia 3.65mm thick) as per IS 410 SP 32 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 18838.7 | 18838.7 | 10.0 | False | None | None | False | None | False | 188387.0 | 0 | | 3655467 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 47 Itm No 11.12.2 | Supply of LED Bollard light fitting of ...W with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB, with 2 years Warranty against any manufacturing defect working under standard electrical condition. 8W 1M Height ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5504.48 | 5504.48 | 5.0 | False | None | None | False | None | False | 27522.4 | 0 | | 3655468 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.02 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 2 core 10 sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 96298.57 | 96298.57 | 0.25 | False | None | None | False | None | False | 24074.6425 | 0 | | 3655469 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 31 Itm No 6.7.1 | Supplying of…TR split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 Volts with hermetically sealed compressor with air cooled condenser, motor capacitor and start run capacitors, relay and over load protector internal unit, with one indoor and one outdoor unit. The condenser unit will be placed outside the room on the terrace to avoid noise including standard length of suitable size copper tubing covered with insulation tube.(High wall chorded/cordless) suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. 5 Star 1 ton capacity ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 50689.47 | 50689.47 | 5.0 | False | None | None | False | None | False | 253447.35 | 0 | | 3655470 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 31 Itm No 6.7.3 | Supplying of…TR split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 Volts with hermetically sealed compressor with air cooled condenser, motor capacitor and start run capacitors, relay and over load protector internal unit, with one indoor and one outdoor unit. The condenser unit will be placed outside the room on the terrace to avoid noise including standard length of suitable size copper tubing covered with insulation tube.(High wall chorded/cordless) suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. 5 Star 2 ton capacity ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 65689.93 | 65689.93 | 10.0 | False | None | None | False | None | False | 656899.3 | 0 | | 3655471 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 32 Itm No 6.12 | Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support up to 3.0 ton split/cassette type A/C. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3858.89 | 3858.89 | 15.0 | False | None | None | False | None | False | 57883.35 | 0 | | 3655472 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 38 Itm No 9.1.1 | Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 v in put and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete. 3 KVA Capacity ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4855.52 | 4855.52 | 15.0 | False | None | None | False | None | False | 72832.8 | 0 | | 3655473 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 31 Itm No 6.9.2 | Supply erection, testing, commissioning of Cassette type split Air conditioners suitable for operation on single/three phase AC supply, hermetically sealed compressor with air cooled condenser motor capacitor start, capacitors run, relay and over load protection, one ceiling mounted indoor unit and one outdoor condenser unit including standard accessories covered with insulation tube including battery operated cordless unit. 3.0 TR Cassette 3 Ph ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 127759.2 | 127759.2 | 6.0 | False | None | None | False | None | False | 766555.2 | 0 | | 3655474 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 32 Itm No 6.13.2 | Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit. Leak testing oil and gas charging for additional piping
length of tube. Cassette ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1992.04 | 1992.04 | 200.0 | False | None | None | False | None | False | 398408.0 | 0 | | 3655475 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 32 Itm No 6.22 | Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5842.42 | 5842.42 | 25.0 | False | None | None | False | None | False | 146060.5 | 0 | | 3655476 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 9 Itm No 3.6.11 | TV/Telephone socket ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 189.6 | 189.6 | 16.0 | False | None | None | False | None | False | 3033.6 | 0 | | 3655477 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 18 Itm No 5.19.8 | Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure II - Double Door 8 Way SP & N ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2253.35 | 2253.35 | 3.0 | False | None | None | False | None | False | 6760.05 | 0 | | 3655478 | 133371 | None | PWD SR 19-20 Itm No 6.11.1 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 19/20mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 82.64 | 82.64 | 12.0 | False | None | None | False | None | False | 991.68 | 0 | | 3655479 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 36 Itm No 8.2.2 | Supplying and drawing PVC flexible 2 pair telepone unarmoured tinned copper cable. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 25.52 | 25.52 | 400.0 | False | None | None | False | None | False | 10208.0 | 0 | | 3655480 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 36 Itm No 8.3 | Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 53.47 | 53.47 | 400.0 | False | None | None | False | None | False | 21388.0 | 0 | | 3655481 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 47 Itm No 11.11.7 | Supplying & fixing of retrofit type - LED bulb.......W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per watt, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should less than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18 W, 6500K ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 517.76 | 517.76 | 10.0 | False | None | None | False | None | False | 5177.6 | 0 | | 3655482 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 50 Itm No 12.27 | Supplying & Fixing of Special Type pigmy and candle lamp.
Operating voltage range from 180V to 265V, 50Hz AC power Supply ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 63.2 | 63.2 | 12.0 | False | None | None | False | None | False | 758.4 | 0 | | 3655483 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 46 Itm No 11.8.1 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency greater than130lm/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 25watts ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2947.34 | 2947.34 | 6.0 | False | None | None | False | None | False | 17684.04 | 0 | | 3655484 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 14 Itm No 5.7.2 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers32Amps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 292.91 | 292.91 | 10.0 | False | None | None | False | None | False | 2929.1 | 0 | | 3655485 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 14 Itm No 5.7.3 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers63Amps ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 487.37 | 487.37 | 5.0 | False | None | None | False | None | False | 2436.85 | 0 | | 3655486 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 19 Itm No 5.3 | Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1677.25 | 1677.25 | 9.0 | False | None | None | False | None | False | 15095.25 | 0 | | 3655487 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 34 Itm No 7.1.3 | Supplying ...litres capacity vertical/horizontal type wall mounting Electrical water heater with 22 SWG copper/SS sheet metal inner Container tinned inside and anticorrosive paint outside and 20 SWG M.S. sheet metal outer cover filled with glass wool between inner and outer container for thermal insulation complete. The inlet and outlet pipes so arranged that water flow inside results in water to flow out from the inner container without turbulence. The Inner container shall have direct immersion type copper tube nickel plate .2KW capacity element with a neon indicator fitted with 20A capacity 25 to 85 degree Centigrade range thermostat. The water heater shall completely be wired with 40/0.0076 inch 3 core copper flexible wire of 1.5 meters length and the outer container provided with heavy gauge brackets for wall mounting.25Litres ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 12448.12 | 12448.12 | 6.0 | False | None | None | False | None | False | 74688.72 | 0 | | 3655488 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 3 Itm No 1.01 | Supply RCC Pole - 9 Mtr Long, 145 Kg WL as per IS- 785 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 8600.17 | 8600.17 | 10.0 | False | None | None | False | None | False | 86001.7 | 0 | | 3655489 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 44 Itm No 2.02 | Erection of RCC Pole - 9 Mtr Long, 145 Kg WL as per IS- 785 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 1352.74 | 1352.74 | 10.0 | False | None | None | False | None | False | 13527.4 | 0 | | 3655490 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 6.05 | Supply of 11 kV, 45 KN Polymeric Insulator ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 105.73 | 105.73 | 12.0 | False | None | None | False | None | False | 1268.76 | 0 | | 3655491 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 48 Itm No 13.12 | Erection of 11 kV, 45 KN Polymeric Insulator ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 58.33 | 58.33 | 30.0 | False | None | None | False | None | False | 1749.9 | 0 | | 3655492 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 4 Itm No 2.16 | Supply of Spiral Earth Electrode ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 290.48 | 290.48 | 13.0 | False | None | None | False | None | False | 3776.24 | 0 | | 3655493 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 4 Itm No 2.16 | Erection of Spiral Earth Electrode ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 113.03 | 113.03 | 13.0 | False | None | None | False | None | False | 1469.39 | 0 | | 3655494 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 32 Itm No 68.17 | Supply and fixing of Caution/Danger Board ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 182.31 | 182.31 | 7.0 | False | None | None | False | None | False | 1276.17 | 0 | | 3655495 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 4 Itm No 4.02 | Supply of Anti Climbing Device (12 Mtr GI Barbed Wire ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 108.17 | 108.17 | 10.0 | False | None | None | False | None | False | 1081.7 | 0 | | 3655496 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 45 Itm No 5.09 | Erection of Anti Climbing Device (12 Mtr GI Barbed Wire ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 51.04 | 51.04 | 10.0 | False | None | None | False | None | False | 510.4 | 0 | | 3655497 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 11 Itm No 24.04 | Supply and fixing of 11 kV, 400 Amps Double Break GOS ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 25839.4 | 25839.4 | 2.0 | False | None | None | False | None | False | 51678.8 | 0 | | 3655498 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 11 Itm No 24.07 | Supply and fixing of H-Frame for mounting GOS ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 7378.69 | 7378.69 | 2.0 | False | None | None | False | None | False | 14757.38 | 0 | | 3655499 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 12 Itm No 25.01 | Supply of DOLO Cut Out ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 7140.47 | 7140.47 | 2.0 | False | None | None | False | None | False | 14280.94 | 0 | | 3655500 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 12 Itm No 13.01 | Erection of DOLO Cut Out ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 288.04 | 288.04 | 2.0 | False | None | None | False | None | False | 576.08 | 0 | | 3655501 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 3 Itm No 2.02 | Supply of 11 kV, Horizontal Cross Arm with clamps, HTST
supports, bolts, nuts and washers for RCC Pole - 9 Mtr
Long, 145 Kg WL ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 591.89 | 591.89 | 6.0 | False | None | None | False | None | False | 3551.34 | 0 | | 3655502 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 3 Itm No 2.02 | Erection of 11 kV, Horizontal Cross Arm with clamps, HTST
supports, bolts, nuts and washers for RCC Pole - 9 Mtr
Long, 145 Kg WL ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 312.35 | 312.35 | 6.0 | False | None | None | False | None | False | 1874.1 | 0 | | 3655503 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 6.06 | Supply and fixing of 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP
Rod) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 249.15 | 249.15 | 18.0 | False | None | None | False | None | False | 4484.7 | 0 | | 3655504 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 6.1 | Supply and fixing of 11 kV, 45 KN Polymeric Insulator ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 226.06 | 226.06 | 18.0 | False | None | None | False | None | False | 4069.08 | 0 | | 3655505 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 6.08 | Supply and fixing of 15 Strain Insulator ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 71.7 | 71.7 | 4.0 | False | None | None | False | None | False | 286.8 | 0 | | 3655506 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 7.02 | Supply of Rabbit ACSR Conductor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 56192.8 | 56192.8 | 1.0 | False | None | None | False | None | False | 56192.8 | 0 | | 3655507 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 46 Itm No 6.02 | Erection of Rabbit ACSR Conductor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 5300.35 | 5300.35 | 1.0 | False | None | None | False | None | False | 5300.35 | 0 | | 3655508 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 6 Itm No 10.01 | Supply and fixing of PG Clamps for Rabbit Conductor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 170.15 | 170.15 | 15.0 | False | None | None | False | None | False | 2552.25 | 0 | | 3655509 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 41.01 | Load Break Switch with Panel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 89014.68 | 89014.68 | 1.0 | False | None | None | False | None | False | 89014.68 | 0 | | 3655510 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 26 Itm No 58.01 | 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box
Fabricated out of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification
(Dwg No. BESCOM/GM/QS&S/-- Dtd 24.11.2018) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 295915.86 | 295915.86 | 1.0 | False | None | None | False | None | False | 295915.86 | 0 | | 3655511 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 23 Itm No 53.01 | CT PT Operated ETV Meter 0.2s Accuracy Class with ABT feature and DLMS protocal with ToD with RS 232 PortUNIDIRACTIONAL (Used for HT Installation, LT
Metering Cubicle (50-150 KW) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 23840.07 | 23840.07 | 1.0 | False | None | None | False | None | False | 23840.07 | 0 | | 3655512 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 13.1 | Supply, erection, testing and commissioning of 500 KVA 5Star rated Aluminium wound Distribution Transformer 11KV/433V with Off Load Tap Switch, Buchholtz relay winding temperature indicator, oil temperature indicator, , oil level indicator with + 5% to -10% Steps of 2.5%, HT and LT Cable Entry Box Type, stacked core with oil as per IS:1180(Part-1):2014 with all standard accessories as per latest IS standard No:2026/1977 and IS:335, technical specification & ESCOM approved. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1188649.04 | 1188649.04 | 1.0 | False | None | None | False | None | False | 1188649.04 | 0 | | 3655513 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 45.07 | Supply & Making of 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations - INDOOR & OUTDOOR JOINTING KIT & confirming to the GTP. 3x95Sqmm.Outdoor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 4943.03 | 4943.03 | 8.0 | False | None | None | False | None | False | 39544.24 | 0 | | 3655514 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 20 Itm No 45.04 | Supply & Making of 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations - INDOOR & OUTDOOR JOINTING KIT & confirming to the GTP. 3x95Sqmm.Indoor ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 4550.45 | 4550.45 | 4.0 | False | None | None | False | None | False | 18201.8 | 0 | | 3655515 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 15 Itm No 36.01 | 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND
WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975. 95 Sqmm, (54 GI Wires - 2.5 mm Dia) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 1081300.05 | 1081300.05 | 0.2 | False | None | None | False | None | False | 216260.01 | 0 | | 3655516 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 16 Itm No 38 | Providing chain link fencing 50 mm size of 8 guage properly stretched between rectangular Poles and fixed with suitable bolts & nuts, the free ends shall be welded to the Pole and block pipe at top and bottom as required including cost
of all materials, labour, lead and lifts, cutting, bending wherever necessary, wastage and lapping etc., complete as per the direction of the engineer incharge for work including two coats of approved quality paint over one coat of primer paint. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1199.59 | 1199.59 | 300.0 | False | None | None | False | None | False | 359877.0 | 0 | | 3655517 | 133371 | None | Approved rate | Supplying, installing, testing and commissioning of 180KVA/144kw Diesel Generator set (CPCB 4 norms) with following specifications. Power rating as per standard reference condition as per-BS 5514 / ISO 3046 / ISO 8528 & IS 1002 / ISO 3046 Generator set specificationsEngine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor 12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade),Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation 415 Volts, 0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming toIS/IEC 60034-1. The Alternator is brushless type, screen protected, revolving field, self excited, self regulated through an AVR. The alternator shall have +1.0 % Voltage regulation (max) in static conditions- IP: 23 protections with insulation class H. Mounting arrangement: Engine and alternator are mounted on a common MS fabricated base frame with AVM pads. Control Panel: The control panel is manufactured with 14/16 gauge CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lamps for ‘Load On’ and ‘Set Running’, Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections. Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface to the generator set, manual and remote start/ stop control, shutdown fault indication, and an LCD hour counter. The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set control systems. This control has been designed and tested to meet harsh environment in which gensets are typically applied. Features, Functions, protections 16 character x 2 line alphanumeric LCD display with LED Backlight. Operator interface, Provide a record of most recent fault conditions. Fault history stored in the control non volatile memory, Provide Alternator Data. Voltage (1 ph or 3 ph line to line and line to neutral voltage, Current (1 ph or 3 ph), kVA (3 ph and total), Frequency, Provide Engine Data, Starting battery voltage, Engine running hours, Engine Temp, Engine oil pressure, Control includes provision for Service adjustment and calibration of DG control functions, Voltage, frequency selection, Configurable input and output set up, Meter calibration, Engine controls, Power Start operates on 12 VDC batteries,- Auto start mode accepts a ground signal from remote devices to automatically start the DG set. The remote start will also wake up the control system from sleep mode. Acoustic enclosure: The acoustic enclosure shall be made of 1.6 mm thick CRCA sheets in suitable approved shade and a structural/ sheet metal base frame painted in black. The walls of the enclosure are insulated with fire retardant foam so as to comply with the 75dBA at 1 mtr sound levels specified by Ministry of Environment & Forest. The enclosure has the following features: Specially designed to meet stringent MOEF/ CPCB norms of 75dBA @ 1mtr
at 75% load under free field conditions, Two point lifting for easy handling at customer site, Designed to have optimum serviceability, Air inlet louvers specially designed to operate at rated load made on special purpose ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 2224300.0 | 2224300.0 | 1.0 | False | None | None | False | None | False | 2224300.0 | 0 | | 3655518 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 33 Itm no 10.2.5 | Supply, Erection, testing and commissioning of AMF panel suitable for .....KVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....amps 4 pole contactor for alternator with thermal O/L relay,..... Amps 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage, ....capacity bypass switch and frequency sensing, PCC 1301 controller with water temperature/Lube oil pressure/ engine speed, Voltage/ampere/Frequency/ KVA, Running-hour count, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMf module by pass Mode, Battery charger unit with inbuilt Auto/Manual and flat/Boost facility. 180 KVA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 171727.51 | 171727.51 | 1.0 | False | None | None | False | None | False | 171727.51 | 0 | | 3655519 | 133371 | None | Approved rate | Supply & installation of exhaust gas piping of suitable diameter as per manufactures standard welded black MS, B class pipe confirming to IS:3589 cut to required lengths and installed with necessary bends, supports and clamps, anti- vibration mountings, insulation of exhaust system with mineral wool / Rockwool, 50mm thick wire mesh & aluminum cladding etc. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4779.0 | 4779.0 | 15.0 | False | None | None | False | None | False | 71685.0 | 0 | | 3655520 | 133371 | None | Approved rate | Supply and installing of DG set stack using angular structure, channel, necessary nut and bolt and all required accessories for erecting exhaust pipe from 2 nos DG set and space provision for provinding exhaust pipe for 2 more DG set in future. The design of the stack with foundation shall be got approved before fabrication. The foundation for the stack shall be measured separately. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 171.1 | 171.1 | 300.0 | False | None | None | False | None | False | 51330.0 | 0 | | 3655521 | 133371 | None | Approved rate | Supply and laying of 2Cx2.5SQ MM and 6CX2.5 SQ MM Sheilded Sensor and control Cables ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 236.0 | 236.0 | 100.0 | False | None | None | False | None | False | 23600.0 | 0 | | 3655522 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 8 Itm No 13.07 | Supply, erection, testing and commissioning of 63 KVA 5Star rated Aluminium wound Distribution Transformer 11KV/433V with Off Load Tap Switch, Buchholtz relay winding temperature indicator, oil temperature indicator, , oil level indicator with + 5% to -10% Steps of 2.5%, HT and LT Cable Entry Box Type, stacked core with oil as per IS:1180(Part-1):2014 with all standard accessories as per latest IS standard No:2026/1977 and IS:335, technical specification & ESCOM approved. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 206940.08 | 206940.08 | 1.0 | False | None | None | False | None | False | 206940.08 | 0 | | 3655523 | 133371 | None | Common Pwd SR 23-24 V-6 pg no 17 Itm No 5.15.15 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.FOUR POLE 250Amps 35kA ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 28616.59 | 28616.59 | 1.0 | False | None | None | False | None | False | 28616.59 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Fire fighting) | 13473289.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655524 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 87 Itm No 15.81.1 | Supply, erection, testing & commissioning of electrical motor driven end
suction back pull out centrifugal pump capable of delivering,adequate LPM
at required head. when running at 2900 rpm directly coupled to TEFC
electrical motor of adequate HP to operate on 400/440 V 3 phase, 50 cycles
AC supply with required foundation for pump, a terminal box suitable for
reception, common bed plate with necessary anti vibration pads, necessary
foundation bolts and accessories,neoprine gaskets (16 kg/sq.cm) Control
panel is excluded.Required GA drawingfor the pump/ foundation shall be (2280 lpm at 70m head ) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 346389.0 | 346389.0 | 1.0 | False | None | None | False | None | False | 346389.0 | 0 | | 3655525 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 87 Itm No 15.82.1 | Supply, installation, testing & commissioning of diesel engine driven pump,
horizontal mounted, Horizontal spiltcase centrifugal single stage pump,
capable of delivering required flow at required head when running at 1800
RPM with adequate BHP automatic diesel engine driven pumpset having the
residential silencer system and other accessories like fuel tank, necessary
radiator cooling system, flanges, neoprene gaskets (16.0 kg/sqcm), 200 litres
fuel storage tank with piping, valves as per detailed specification and two
separate starting mechanisms (automatic starting by battery power, electric
starting motor as well as manual starting by electric start motor) common bed
plate with anti vibration pads, necessary foundation, foundation bolts etc., (2280 lpm at 70m head ) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 680624.0 | 680624.0 | 1.0 | False | None | None | False | None | False | 680624.0 | 0 | | 3655526 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 88 Itm No 15.85.4 | Supplying, Installing testing & commissioning electrically driven jockey pump of capacity 180.0 Lmpm at 100.0m head with all the necessary accessories viz. Pressure guages etc. operating on 3Ph 50Hz, 400/440V AC supply including
foundation bolt etc. complete. Control panel shall be as per item No.87, including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 127617.0 | 127617.0 | 1.0 | False | None | None | False | None | False | 127617.0 | 0 | | 3655527 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 97 Itm No 15.140 | Supply, erection, testing and commissioning of Fire Fighting panel cubicle type made out of 14/16 Swg MS CRCA sheet which is derusted, degreased, phosphated and passivated with angle iron skeleton or sheet folded construction. The panel to be dust and vermin proof type and with powder coated paint after suitable seven tank pretreatment. The panel will have individual compartments for incoming and outgoing feeders made out of cold rolled sheet and doors fitted with Neoprene gaskets and fasteners. The switchboards are to be tested as per IS 8623-1977 specifications. Busbars are to be of high conductivity Aluminium Alloy E91E IS 5082 specification. The panel shall have both bottom & top cable entry provisions and panel shall be mounted on Pedestal of 300 mm height. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Unit | 352466.0 | 352466.0 | 1.0 | False | None | None | False | None | False | 352466.0 | 0 | | 3655528 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.127.2 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13039 of following sizes as required 150mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 15192.5 | 15192.5 | 12.0 | False | None | None | False | None | False | 182310.0 | 0 | | 3655529 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.127.3 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13039 of following sizes as required 100mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 10938.6 | 10938.6 | 8.0 | False | None | None | False | None | False | 87508.8 | 0 | | 3655530 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.127.4 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13039 of following sizes as required 80mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 8507.8 | 8507.8 | 2.0 | False | None | None | False | None | False | 17015.6 | 0 | | 3655531 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 95 Itm No 15.128.2 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :150 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 13977.1 | 13977.1 | 6.0 | False | None | None | False | None | False | 83862.6 | 0 | | 3655532 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 95 Itm No 15.128.3 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :100 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 8653.64 | 8653.64 | 3.0 | False | None | None | False | None | False | 25960.92 | 0 | | 3655533 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 95 Itm No 15.128.4 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :80 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 6684.7 | 6684.7 | 2.0 | False | None | None | False | None | False | 13369.4 | 0 | | 3655534 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 95 Itm No 15.129.1 | Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia
holes with stainless steel flange.200mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 29777.3 | 29777.3 | 3.0 | False | None | None | False | None | False | 89331.9 | 0 | | 3655535 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 95 Itm No 15.129.3 | Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia
holes with stainless steel flange.150mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 15058.8 | 15058.8 | 3.0 | False | None | None | False | None | False | 45176.4 | 0 | | 3655536 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 96 Itm No 15.136 | Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain
arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade
as required. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 36462.0 | 36462.0 | 1.0 | False | None | None | False | None | False | 36462.0 | 0 | | 3655537 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 96 Itm No 15.132 | Pressure guage of 150 mm dia including Isolation Valve and forged siphon Tube including with all accssories as per IS:Spec. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3524.66 | 3524.66 | 3.0 | False | None | None | False | None | False | 10573.98 | 0 | | 3655538 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 95 Itm No 15.131 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2370.03 | 2370.03 | 6.0 | False | None | None | False | None | False | 14220.18 | 0 | | 3655539 | 133372 | None | Common Pwd SR 23-24 V-2 pg no 82 Itm No 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Kg | 178.66 | 178.66 | 2000.0 | False | None | None | False | None | False | 357320.0 | 0 | | 3655540 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.14 | FIREFIGHTING ELECTRICALSupply of the Following XLPE armoured cable 1100 V Grade with ISI mark stranded / solid, aluminimum conductor complete with crimping type Lugs and Glands etc completed. 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm).Main Panel Electrical Pump ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 453605.51 | 453605.51 | 0.1 | False | None | None | False | None | False | 45360.551 | 0 | | 3655541 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 13 Itm No 32.05 | 4.0 Core 16.00 Sq.mm.Main Panel to Jockey ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Km | 172394.76 | 172394.76 | 0.2 | False | None | None | False | None | False | 34478.952 | 0 | | 3655542 | 133372 | None | Approved rate | 12 Core x 2.5Sqmm For Main Panel to DG ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 684.4 | 684.4 | 65.0 | False | None | None | False | None | False | 44486.0 | 0 | | 3655543 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 6 Itm No 2.5.2 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990, 3C x 1.5 mm for Pressure switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 87.5 | 87.5 | 120.0 | False | None | None | False | None | False | 10500.0 | 0 | | 3655544 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 38 Itm No 9.4.6 | Supplying, installation, testing & commissioning of 12V ..AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type.150 AH capacity ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 34258.47 | 34258.47 | 1.0 | False | None | None | False | None | False | 34258.47 | 0 | | 3655545 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 55 Itm No 12.59.2 | Supplying and installing following size of perforated painted with powder cating m.s. cable trays with perforation not more than 17.5% in convenient sections, joined with connectors, suspended from the ceiling with m.s. suspenders including bolts & nuts, painting suspendrrs etc as required. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 713.43 | 713.43 | 120.0 | False | None | None | False | None | False | 85611.6 | 0 | | 3655546 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 54 Itm No 12.58.2 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 99.66 | 99.66 | 220.0 | False | None | None | False | None | False | 21925.2 | 0 | | 3655547 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.86 | Supplying Installing, testing and commissioning of Gun metal AIR RELEASE VALVE SIZE OF 25mm dia including cost of materials, labour, usage charges of machinery complete as per specifications. complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1823.1 | 1823.1 | 8.0 | False | None | None | False | None | False | 14584.8 | 0 | | 3655548 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.125 | SITC of Gun metal BALL VALVE SIZE OF 25mm dia ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in-charge of the work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1458.48 | 1458.48 | 8.0 | False | None | None | False | None | False | 11667.84 | 0 | | 3655549 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.126 | SITC of Gun metal BALL VALVE SIZE OF 19/20 mm dia ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in-charge of the work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1154.63 | 1154.63 | 8.0 | False | None | None | False | None | False | 9237.04 | 0 | | 3655550 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.3 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 150 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4740.06 | 4740.06 | 400.0 | False | None | None | False | None | False | 1896024.0 | 0 | | 3655551 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.4 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 100 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 3463.89 | 3463.89 | 300.0 | False | None | None | False | None | False | 1039167.0 | 0 | | 3655552 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.5 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 80 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 2795.42 | 2795.42 | 200.0 | False | None | None | False | None | False | 559084.0 | 0 | | 3655553 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.6 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 65 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 2066.18 | 2066.18 | 200.0 | False | None | None | False | None | False | 413236.0 | 0 | | 3655554 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.7 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 50 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1580.02 | 1580.02 | 250.0 | False | None | None | False | None | False | 395005.0 | 0 | | 3655555 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.8 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 40 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1276.17 | 1276.17 | 300.0 | False | None | None | False | None | False | 382851.0 | 0 | | 3655556 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.9 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc.32 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 972.32 | 972.32 | 300.0 | False | None | None | False | None | False | 291696.0 | 0 | | 3655557 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.97.10 | Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions,Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 25 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 850.78 | 850.78 | 350.0 | False | None | None | False | None | False | 297773.0 | 0 | | 3655558 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.98.2 | Wraping and Galing of U/G pipe line work includes one coat of anti corrossion paint (Black) and two coats of Bituminous cloth. including cost of materials, labour, usage charges of machinery complete as per specifications. - 150 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 486.16 | 486.16 | 300.0 | False | None | None | False | None | False | 145848.0 | 0 | | 3655559 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 91 Itm No 15.98.3 | Wraping and Galing of U/G pipe line work includes one coat of anti corrossion paint (Black) and two coats of Bituminous cloth. including cost of materials, labour, usage charges of machinery complete as per specifications. - 100 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 303.85 | 303.85 | 100.0 | False | None | None | False | None | False | 30385.0 | 0 | | 3655560 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.127.6 | Supplying, installing , testing and commissioning approved make CI butterfly valves of 50mm diameter confirming to IS 13039 with necessary nuts & bolts etc., complete ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in-charge of the work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 5469.3 | 5469.3 | 6.0 | False | None | None | False | None | False | 32815.8 | 0 | | 3655561 | 133372 | None | CPWD-21-22 Itm No 18.23.2 | Providing & fixing Flow Switch in following sizes M.S. pipe including connnection etc as required.150mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 10964.12 | 10964.12 | 6.0 | False | None | None | False | None | False | 65784.72 | 0 | | 3655562 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 90 Itm No 15.96.2 | Providing, fixing, testing & commissioning ofinstallation control valve of cast iron body,brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm andhydraulically driven mechanical gong bell to sound
continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required : 150mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 85078.0 | 85078.0 | 1.0 | False | None | None | False | None | False | 85078.0 | 0 | | 3655563 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.123 | Supplying Installing, testing and commissioning of 150mm dia 4 way Fire brigade inlet connection with Non retrn valve of 4 nos. 63 mm dia. including cost of materials, labour, usage charges of machinery complete as per specifications ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 46185.2 | 46185.2 | 1.0 | False | None | None | False | None | False | 46185.2 | 0 | | 3655564 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.124 | Supplying Installing, testing and commissioning of 100mm dia 2 way Fire brigade inlet connection of 2 nos. 63 mm dia. including cost of materials, labour, usage charges of machinery complete as per specifications ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 40108.2 | 40108.2 | 1.0 | False | None | None | False | None | False | 40108.2 | 0 | | 3655565 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.86 | FIRE HYDRANT SYSTEM Supplying Installing, testing and commissioning of 63mm dia single headed Gun mental Hydrant Valve with flanged inlet, stop valve,spindle and cast iron hand wheel. It has a female instantaneous outlet with Blank Cap and is Hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm 2 of pressure with blank cap and wheel as per IS 5290 etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 12761.7 | 12761.7 | 6.0 | False | None | None | False | None | False | 76570.2 | 0 | | 3655566 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.85 | Supplying Installing, testing and commissioning of63mm mm dia double headed Gun mental Hydrant Valve with flanged inlet 2Nos, stop valve, spindle and cast iron hand wheel. It has a 2 Nos female instantaneous outlet with blank cap and is hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm2 of pressure confirms to IS : 2190 with blank cap and wheel as per IS 5290 etc. including cost of materials, labour, usage charges of machinery complete as per specifications. complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 22484.9 | 22484.9 | 10.0 | False | None | None | False | None | False | 224849.0 | 0 | | 3655567 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.88 | Supplying Installing, testing and commissioning of Reinforced Rubber Lined 2nos .RRL Fire hose of 63mm dia 15m length as per IS 8423 binded with one set of male and Female lnstantainious Gun metal coupling as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6077.0 | 6077.0 | 32.0 | False | None | None | False | None | False | 194464.0 | 0 | | 3655568 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.87 | Supplying Installing, testing and commissioning of Gun metal Branch pipe size of 63mm dia x19mm dia as per IS 903 complete including cost of materials, labour,usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5469.3 | 5469.3 | 16.0 | False | None | None | False | None | False | 87508.8 | 0 | | 3655569 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.89 | Supplying Installing, testing and commissioning of Hose cabinet made out of 18 gauge M.S.sheet with double glass door with lacing arrangement and painted with two coats of Fire red Enamel paint at outer ise of the Box and two coats of white enamel paint at inner side of the box is to accomodated 2 Nos. of Fire hose box size
20"x24"x10" complete including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7900.1 | 7900.1 | 10.0 | False | None | None | False | None | False | 79001.0 | 0 | | 3655570 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.119 | Supplying and fixing of Fire duct Shutter fabricated out of M.S.sheet and frame, door shall befixed with 4 mm thick Glass, suitable Rubber beading and Locking arrangement. Rate shall be includes all fasteners etc, and complete shutter shall be powder coated of approved colour both inside and
outside ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 15192.5 | 15192.5 | 6.0 | False | None | None | False | None | False | 91155.0 | 0 | | 3655571 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 89 Itm No 15.90 | Supplying Installing, testing and commissioning of Hose reel cabin ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6198.54 | 6198.54 | 6.0 | False | None | None | False | None | False | 37191.24 | 0 | | 3655572 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 90 Itm No 15.91 | Supplying Installing, of M.S. Pressed reel of 600mm dia swinging type motion which allows a 180 degree swing and conforms to IS:884/85 or Aluminium fitting Single Piece Compact Type. including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6320.08 | 6320.08 | 6.0 | False | None | None | False | None | False | 37920.48 | 0 | | 3655573 | 133372 | None | Common Pwd SR 23-24 V-2 pg no 123 Itm No 13.37 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc.with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 380.42 | 380.42 | 20.0 | False | None | None | False | None | False | 7608.4 | 0 | | 3655574 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 90 Itm No 15.93 | Supplying Installing, testing and commissioning of approved make 15mm dia sprinkler bulb pendent/wall mounted type designed to operate 68 degrees centegrad Make Tyco/HD FIRE complete (Colour code of bulb liquid inside Glass bulb type Pendents As per IS 9972: 57 degree COrange, 68 degree C - Red, 79 degree C - Yellow, 93 degree C - Green, 141degree C - Blue, 182 degree C Mauve, 227/260 degree C - Black) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 455.77 | 455.77 | 600.0 | False | None | None | False | None | False | 273462.0 | 0 | | 3655575 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.122 | Stainless steel braided flexible pipe (hose) for dropping sprinklers below false ceiling, pipe shall be 16 bar pressure rating and 1500 mm long 25 mm dia with union / reducer collar, clamps etc. as required. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3038.5 | 3038.5 | 100.0 | False | None | None | False | None | False | 303850.0 | 0 | | 3655576 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 94 Itm No 15.120 | Supplying Installing, testing and commissioning of Ceiling Mounted powder coated Surface Finishing Mild Steel Rosette Plate including cost of materials, labour, usage charges of machinery complete as per specifications ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 133.69 | 133.69 | 100.0 | False | None | None | False | None | False | 13369.0 | 0 | | 3655577 | 133372 | None | Approved rate | Supply, erection, testing and commissioning of 1" GI/MS collar. ---- etc.,complete with all leads And lifts as per specifications and as directed by the Engineer-in-charge . ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 129.8 | 129.8 | 600.0 | False | None | None | False | None | False | 77880.0 | 0 | | 3655578 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 72 Itm No 15.33 | CO2 2Kg Squeeze grip
Providing 2 Kg C02 Gas Type Fire Extinugisher Squeeze grip type, used Unused Mechanism, Squeeze Grip, Gross Weight 9.1 Kg. empty Weight 7.1 Kg. Can Height 595MM Diameter 108MM, Discharge Time less than 8 Sees, Controllable discharge
mechanism, Applicable on Class 8&C Fire, 8 Rating 88, Can Construction : Hot spinning/Forging, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Sheet metal thickness: 4.0MM lSI Approved, 1 Year Warranty.with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6684.7 | 6684.7 | 6.0 | False | None | None | False | None | False | 40108.2 | 0 | | 3655579 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 72 Itm No 15.34 | Supply, installation in position, testing and commissioning of 4.5Kg C0 Gas Type Fire Extinugisher, Trolley Mounted, 2 Easy Weight Management used Unused Mechanism, Squeeze Grip, Gross Weight 19.1 Kg. empty Weight 14.6 Kg. Can Height 860MM Diameter 140MM, Discharge Time less than13 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 138, Can Constuctin : Hot spinning/Forging, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Sheet metal thickness : 4.5M M lSI Approved 1Year Warranty. with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7900.1 | 7900.1 | 6.0 | False | None | None | False | None | False | 47400.6 | 0 | | 3655580 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 74 Itm No 15.40 | Supply and installation of 9 Ltr Fire Extinugisher Aqueous FilmForming Foam Type, Stored Pressure Type, Pressure Gauge, Gross Weight 15.1Okg. empty weight 6.10kg Can Height 615 MM, Diameter 175 MM, Discharge Time less than 60 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 6 Meters, applicable on Class A,8,CARating 13A, 8 Rating 558, Can Construction; Deep drawn & CO, Mig welded, Valve Construction: Forging &
Machining, Internal Coating of Can : Epoxy Powder coating, External Coating of Can : Epoxy PoIyster Powder coating, Sheet metal thickness: 2.0MM, lSI and EN Approved, Helium Leak Detection Tested, 1 Years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall, labour, usage charges of machinery complete as per specifications. complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 9844.74 | 9844.74 | 2.0 | False | None | None | False | None | False | 19689.48 | 0 | | 3655581 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 62 Itm No 15.4 | Providing ABC Powder based MAP 50, 6Kg:-Providing 6kg Fire Extinguisher Mono Ammonium Phos phate Powder 50,Stored Pressure Type, Pressure Gauge, Gross Weight 9.5 Kg, empty weight 3.5Kg, Can Height 435MM, Diameter 160MM, Discharge Time less than 9 Sees,Controllable discharge mechanism (Squeeze grip with easy snap safety seal),Range minimum 4 meters, applicable on Class A,8,C and electrically started Fire,A Rating 3A, 8 Rating 218, Can construction : Deep drawn & Co., Mig welded, valve Construciton : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy PoIyster power coating, Sheet metal thickness: 1.60MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete. IS 15683 Approved, ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3463.89 | 3463.89 | 10.0 | False | None | None | False | None | False | 34638.9 | 0 | | 3655582 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 77 Itm No 15.49 | Supply and installation of 6 Ltr Watermist technology base, Stored pressure type, Rating -8A. 34B & 40F, Mild steel body t, Tamper- proof safety seal, Effective on Class-A, Class-B, Class-F and Electrically Started Fires, Built-in pressure gauge, lnstalert, Uses distilled water, Gross Weight 12.15 Kg, empty Weight 6.15kg, can Height 615mm Diameter 175M M, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Can Construction: Deep drawn & C02 Mig welded, Valve Construction: Forgin & Machining, ERDA approved, Sheet metal thickness : 2.00MM, Discharge Time : Min. 64 Sec., 5 Year Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 9358.58 | 9358.58 | 6.0 | False | None | None | False | None | False | 56151.48 | 0 | | 3655583 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 93 Itm No 15.112 | Supplying of two bucket stand alongwith buckets. complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1336.94 | 1336.94 | 4.0 | False | None | None | False | None | False | 5347.76 | 0 | | 3655584 | 133372 | None | PWD SR 21-22 pg no 14 Itm No 15.72 | Providing and fixing in position the following type of sign boards made out of 3mm thick "Opaque" PVC foam board with computer cut, PVC non-reflective self adhesive vinyl painted foam board, complete with mirror fasteners. Providing's Escape Singage Photoluminescent rigid plastic, 2 mm thickness, Printed on High Quality glass paint with UV resistance, 5 years warranty, Material Used - Non Radiocactive, non-phosphorous, non toxic and lead free. Available in different types & sizes, Time after removing the light source (in minutes) 60 minutes, Luminescent intensity (milicandelas * per square meter - mcd/sqm) : 30 mcd/sqm.Luminescent Intensity greater than 0.32 mcd/sqm, Period of Light Decay* (In Minutes) :3100, including cost of materials, labour, usage charges of machinery complete as per specifications.(Signage with the following text "IN CASE OF FIRE, USE STAIRS UNLESS INSTRUCTED OTHERWISE" Size:-25cm x 30 cm), Size shall be 15cm x 60cm.) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sq CM | 2.43 | 2.43 | 27300.0 | False | None | None | False | None | False | 66339.0 | 0 | | 3655585 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 92 Itm No 15.106 | Providing and fixing in position the signages "FIRE ORDER" it should contain the following text on 3mm thick "Opaque" PVC foam board of computerized cut, PVC non-reflective self adhesive vinyl painted foam board of size 3' x 4'.
A) ALERT THE SECURITY AT SECURITY ROOM BY ACTUATING MANUAL CALL POINT LOCATED AT STRATEGIC LOCATIONS.
B) EVACUATE THE OCCUPANTS BY USING FIRE EXITS AND EMERGENCY EXITS ONLY AND ASSEMBLE AT VARIOUS ASSEMBLY POITS.
C) IF POSSIBLE TRY TO EXTINGUISH THE FIRE BY USING NEAREST / SUITABLE PORTABLE EXTINGUISHER OR WATER FROM NEAREST WET RISER.
D) BE CALM AND DO NOT GIVE ANY ROOM FROM PANIC, WALK, DO NOT RUN.
E) IF YOU ENCOUNTER SERIOUS DIFFICULTY IN EVACUATION, LIE DOWN FLAT AND TRY TO ATTRACT ATTENTION OF RESCUE TEAM. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3038.5 | 3038.5 | 12.0 | False | None | None | False | None | False | 36462.0 | 0 | | 3655586 | 133372 | None | Approved rate | Supply installation testing commissioning of P.A System Rack made out of 18 gauge M.S. Sheet with glass door with locking arrangement and powder coating grey paint two coats at inner and outer of box, is to accomodated 1 No. 250 watt amplifire, 1 No. 40 zone console and 1 no Mike and in built electronic connections circuits.Size or Rack: 0.50 m hight x 0.40 m width x 0.40 m depth ---- including all lead and lift charges loading and unloading charges labour charges, curing, cost& conveyance of all materials, transportation charges, all incidental charges, hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 58410.0 | 58410.0 | 1.0 | False | None | None | False | None | False | 58410.0 | 0 | | 3655587 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 92 Itm No 15.108.3 | Supplying Installing, testing and commissioning of P.A.System console panel with push button with speaker and indictoron Accomdated in M.S.Cabinet with painting -do- 40 Zone cansole. Complete ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 98447.4 | 98447.4 | 1.0 | False | None | None | False | None | False | 98447.4 | 0 | | 3655588 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 93 Itm No 15.109 | P.A.System amplifier 250W RMS out put with complete wiring and controls accessable form front ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 42842.85 | 42842.85 | 1.0 | False | None | None | False | None | False | 42842.85 | 0 | | 3655589 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 93 Itm No 15.110 | Supplying Installing, testing and commissioning of MIKE ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6684.7 | 6684.7 | 1.0 | False | None | None | False | None | False | 6684.7 | 0 | | 3655590 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 92 Itm No 15.107 | Supplying Installing, testing and commissioning of Public address system (Two way comminication type) as per requirement of Fire Force authority and which Generally comprise of Supplying Installing, testing and commissioning of Approved make 5W.wall mounted speaker with talk back facility with store enamel painted M.S.Sheet hosing etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 2977.73 | 2977.73 | 6.0 | False | None | None | False | None | False | 17866.38 | 0 | | 3655591 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.2.1 | SupplyingheavygaugePVCconduitpipe......mmdia..........mmthickconfirmingtoIS2509withsuitablesizebends,metal/PVCJunctionboxes,adhesivepasteetc.,andrunningbeforeconcretingtheslab.TheconduitshouldbetiedtothereinforcementrodsbyusingbindingwiresandunusedwaysofjunctionboxesandpipeendsshouldbecoveredusingPVCendenclosures,runwith18SWGGIfishwirewherever necessary(19/20 mm dia 2 mm thick) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 80.21 | 80.21 | 900.0 | False | None | None | False | None | False | 72189.0 | 0 | | 3655592 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 5 Itm No 2.3.2 | Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 (1.5 mm2) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 31.6 | 31.6 | 1800.0 | False | None | None | False | None | False | 56880.0 | 0 | | 3655593 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 84 Itm No 15.66.1 | Supply, install, test and commissioning of addressable peer to peer Networkable analogue addressable type fire alarm control panel with minimum 1500 Character /240X64 Pixel / 7inch Touchscreen graphic LCD display. The panel should be equipped with sufficient numbers of loop with 20% spare capacity, with each networkable intelligent fire alarm Control Panel having SLC with capacity of min 126/240 detectors/ devices in any combination with key pad, dual flash-based microprocessor technology, inbuilt USB Port for upload and down load the configuration tools, RS232 serial port for direct PC or modem connection, inbuilt NAC's, min 20 programmable Zonal LEDs and operates on 240V AC + 10% with 50Hz with built in charger. The panel shall have fire, fault relays, option of BMS
integration MODBUS/ BACKNET, graphical software for provision of TCP/ IP modules, Remote Access, Class 'X' wiring with provision of both class 'A' and class 'B' wiring in the SLC circuit, user friendly with communication facility to monitor & control the FACPs from a single window. The panel shall be suitable for minimum of 5000 event record facility, event fetch from FACP facility and the single panel shall be suitable for min 2000 fire zones and 200 Panels/ Nodes in one network with all other accessories required to successfully run the system. (The System cost shall be included of all necessary cards, modules, Panel enclosure, CPU and associated accessories to complete the system design). Approval: VDS/UL/EN-54 Std. 2 Loop Panel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 255234.0 | 255234.0 | 3.0 | False | None | None | False | None | False | 765702.0 | 0 | | 3655594 | 133372 | None | CPWD Itm No 17.2.2 | Supply, intallation, testing and Commissioning of Graphical software for entire fire alarm panels including detector configuration, commissioning etc ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 236720.98 | 236720.98 | 1.0 | False | None | None | False | None | False | 236720.98 | 0 | | 3655595 | 133372 | None | Approved rate | Supply, intallation, testing and Commissioning of Network card for fire alram panels integration ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 88500.0 | 88500.0 | 1.0 | False | None | None | False | None | False | 88500.0 | 0 | | 3655596 | 133372 | None | Common Pwd SR 23-24 V-6 pg no Itm No 15.103 | Supplying Installing, testing and commissioning of Response Indicator constists of twin LED wioth electronic circutarx work on 24 DC enclose in PVC retangular. complete including cost of materials, labour, HOM complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 303.85 | 303.85 | 50.0 | False | None | None | False | None | False | 15192.5 | 0 | | 3655597 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 84 Itm No 15.67 | Supply, Installation , Testing & Commissioning of Network Active Repeater Panel with 1500 Character / 240X64 Pixel / 7inch Touchscreen. The LCD shall Display all events / detectors, devices status of complete systems in the networked. Approval: UL/VDS/EN54. Make: ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 79001.0 | 79001.0 | 1.0 | False | None | None | False | None | False | 79001.0 | 0 | | 3655598 | 133372 | None | PWD SR 21-22 Itm No 15.66 | Supply, intallation, testing and Commissioning of loop card ---- etc., complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3403.12 | 3403.12 | 3.0 | False | None | None | False | None | False | 10209.36 | 0 | | 3655599 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 85 Itm No 15.69 | Supply Installation testing & Commissioning of analog addressable
electric smoke sensor with flashing LED capable of woking at 9V to 33 V DC .The
Optical Smoke Detector is unaffected by wind or atmosphericpressure and operates over the temperature range -20degree C to +60 degree C. IP Rating at IP 23D & Approval with EN-54 -7, LPCB Approved. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4010.82 | 4010.82 | 250.0 | False | None | None | False | None | False | 1002705.0 | 0 | | 3655600 | 133372 | None | Approved rate | SITC OF Fault isolation module:- Supply, Erection,Testing and Commissioning of UL-APPROVED Analog addressable fault isolator circuit modules of wall mounted type with mounting accessories. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7080.0 | 7080.0 | 16.0 | False | None | None | False | None | False | 113280.0 | 0 | | 3655601 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 84 Itm No 15.68 | Supply, Installation, Testing & Commissioning of Analogue Addressable loop powered Sounder & Beacon with inbuilt isolator and having Min 15 distinct sound patterns/ multitone to indicate Exit doors and direct occupants for safe and fast evacuation and 100dB output with minimum 1Hz Frequency flash rate designed for IP65 requirements and approved to operate in -10 degree C to +55 degree C temperature, complies with the essential requirement of the EMC Directive to be supplied with Junction Box, Glands and other mounting accessories for proper installation. (For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: VDS/UL/EN54. Make: Advanced (UK),Simplex, Notifier,Argus(Uk) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5955.46 | 5955.46 | 6.0 | False | None | None | False | None | False | 35732.76 | 0 | | 3655602 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 85 Itm No 15.73 | Supplying Installing, testing and commissioning of Resettable type Manual Call point . works on 24V DC LED indicator with glass Fronted. Fire Symbol .The red Manual Call Point is approved to EN54-11 standard. MECHANICAL CONSTRUCTION The component parts of the call point are moulded in polycarbonate or ABS, depending on their function. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3646.2 | 3646.2 | 6.0 | False | None | None | False | None | False | 21877.2 | 0 | | 3655603 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 2 Itm No 1.4.2 | Supplying and fixing sheet Metal box made out of 18 SWG
sheet metal with necessary holes for cable/conduit entry as
required with one coat of primer of approved make etc.100 x 75 x 65 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 143.41 | 143.41 | 250.0 | False | None | None | False | None | False | 35852.5 | 0 | | 3655604 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 85 Itm No 15.72 | Supply, install, test and commissioning of Analogue addressable Monitor Cum
Control (Input/Output) module (1+1) with inbuilt relay and isolator with LED
indicator, approved to operate in 10 degree C to +55 degree C temperature, complies with the
essential requirement of the EMC Directive to be supplied with Junction Box, Glands and other mounting accessories for proper installation. In case of Manufacturer with single Input or Output module need to supply One quantity of each for line item.(For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: EN54. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4740.06 | 4740.06 | 6.0 | False | None | None | False | None | False | 28440.36 | 0 | | 3655605 | 133372 | None | Common Pwd SR 23-24 V-6 pg no 92 Itm No 15.105 | Supplying and Install,test & commissioning of 2 Core X 1.5 Sqmm copper conductor armoured cable ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 182.31 | 182.31 | 2000.0 | False | None | None | False | None | False | 364620.0 | 0 | | 3655606 | 133372 | None | PWD SR 21-22 pg no 90 Itm No 15.113 | SITC of 7AM-12 V Battery for fire alarm system ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1301.69 | 1301.69 | 6.0 | False | None | None | False | None | False | 7810.14 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Lift) | 7009236.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655607 | 133373 | None | Common Pwd SR 23-24 V-6 Pg no 59 Itm No 14.4.6 | Design, supplying, erecting testing and commissioning of - 20Passenger/ Bed-cum-passenger hospital lift(3 stops/3 Opening) with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car, full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional/ international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc.,The total product and services shall adhere to IS 14665/2016 ( with latest amendments) part/section 1 to 5 with regards to general guidelines of fire safety rated doors, MRLL beams, pressure switch, manual change over for doors during emergency, ARD of 10 times with sufficient battery back up and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCB Norms, National Electricity Code (NEC), NBC-2016, IEC and Karnataka State Lifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3504618.03 | 3504618.03 | 2.0 | False | None | None | False | None | False | 7009236.06 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (CCTV System) | 1579104.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655608 | 133374 | None | Approved rate | IP DOME CAMERAS-Supplying, installation, testing and commissioning of SITC of 1/2.8*2 Megapixel Progressive MOS,1920x1080(2MP),2.7mm-13.5mm,F1.4,Motorized, with a min illumination of 0.05lux/F1.4[color,30IRE]0Lux/F1.4(IRon),30M IR distance, BLC/HLC/WDR(120db),min 2streams,compression should be H.265/H. 264H/MJPEG,128GB SD card,ONVIF Profiles,profile G&Q,POE camera,operating temperature of 60 degrees.All the cameras should have CE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 23836.0 | 23836.0 | 18.0 | False | None | None | False | None | False | 429048.0 | 0 | | 3655609 | 133374 | None | Approved rate | IP BULLET CAMERAS-Supplying, installation, testing and commissioning of SITC of 1/2.8*2 Megapixel Progressive MOS,1920x1080(2MP),2.7mm-13.5mm,F1.4,Motorized, with a min illumination of 0.05lux/F1.4[color,30IRE]0Lux/F1.4(IRon),60M IR distance, BLC/HLC/WDR(120db),min 2streams,compression should be H.265/H. 64H/MJPEG,128GB SD card,ONVIF Profiles,profile G&Q,POE camera,operating temperature of 60 degrees.All the cameras should have CE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 25606.0 | 25606.0 | 8.0 | False | None | None | False | None | False | 204848.0 | 0 | | 3655610 | 133374 | None | Approved rate | Supplying, installation, testing and commissioning of SITC of complete 32 channel 4K embedded network video recorder,up to 12MP(4K) resolution live view,preview,and play back,full POE Support (for up to 16 channels),internal storage supports 8HDDs expandable up to 64TB (8TB each),operating temperatures(-10 degree C) and (55 degree C),UL,CE,FCC. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 271400.0 | 271400.0 | 1.0 | False | None | None | False | None | False | 271400.0 | 0 | | 3655611 | 133374 | None | Approved rate | Supply and Installation of 4 TB Survalance Hard Disk The rate shall include all mounting accessories complete as required ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 17110.0 | 17110.0 | 6.0 | False | None | None | False | None | False | 102660.0 | 0 | | 3655612 | 133374 | None | Approved rate | Supply and Installation of 16 Port L2 Managed Poe Switch The rate shall include all mounting accessories complete as required ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 47495.0 | 47495.0 | 3.0 | False | None | None | False | None | False | 142485.0 | 0 | | 3655613 | 133374 | None | Approved rate | Supply and Installation of I/Os ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 147.5 | 147.5 | 26.0 | False | None | None | False | None | False | 3835.0 | 0 | | 3655614 | 133374 | None | Approved rate | Supply and Installation of 2 Mtrs Patch Chord The rate shall include all mounting accessories complete as required ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 265.5 | 265.5 | 26.0 | False | None | None | False | None | False | 6903.0 | 0 | | 3655615 | 133374 | None | Approved rate | Supply and Installation of Quad Face Plate Camera Side With IOS The rate shall include all mounting accessories complete as required ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 336.3 | 336.3 | 26.0 | False | None | None | False | None | False | 8743.8 | 0 | | 3655616 | 133374 | None | Approved rate | Supply and Installation of 43"LED Monitor The rate shall include all mounting accessories complete as required ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 70800.0 | 70800.0 | 1.0 | False | None | None | False | None | False | 70800.0 | 0 | | 3655617 | 133374 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.1 | Supplying and drawing UTP-CAT 6E LAN cable ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 46.19 | 46.19 | 2200.0 | False | None | None | False | None | False | 101618.0 | 0 | | 3655618 | 133374 | None | Common Pwd SR 23-24 V-6 Pg no 2 Itm No 1.2.2 | Supplying heavy gauge PVC Consealed conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 25mm dia 2mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 94.8 | 94.8 | 2000.0 | False | None | None | False | None | False | 189600.0 | 0 | | 3655619 | 133374 | None | Common Pwd SR 23-24 V-6 Pg no 37 Itm No 8.12.2 | Supplying & Fixing of Patch panel for LAN cabling .24 Port 10/100 patch panel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4983.14 | 4983.14 | 3.0 | False | None | None | False | None | False | 14949.42 | 0 | | 3655620 | 133374 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.4.4 | Supplying & Fixing of switch mounting rack with power manager & Cable manager 12U with 450mm depth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 10738.06 | 10738.06 | 3.0 | False | None | None | False | None | False | 32214.18 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Telephone & Network system) | 952517.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655621 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 9 Itm No 3.6.12 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. RJ45/ I.O. outlet Cat 6 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 409.58 | 409.58 | 70.0 | False | None | None | False | None | False | 28670.6 | 0 | | 3655622 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 9 Itm No 3.6.11 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. Telephone socket ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 189.6 | 189.6 | 70.0 | False | None | None | False | None | False | 13272.0 | 0 | | 3655623 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.1 | Supplying and drawing UTP-CAT 6E LAN cable. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 46.18 | 46.18 | 2600.0 | False | None | None | False | None | False | 120068.0 | 0 | | 3655624 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.10.1 | Supplying & Fixing of I/O Socket with back box Single I/O ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 595.54 | 595.54 | 70.0 | False | None | None | False | None | False | 41687.8 | 0 | | 3655625 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.4.3 | Supplying & Fixing of switch mounting rack with power manager & Cable manager as per standard specification 9U with 450mm depth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 10301.73 | 10301.73 | 3.0 | False | None | None | False | None | False | 30905.19 | 0 | | 3655626 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.9.5 | Supplying fixing of Network Switches. 24 port 10/100 Switch ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 5712.38 | 5712.38 | 3.0 | False | None | None | False | None | False | 17137.14 | 0 | | 3655627 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 37 Itm No 8.11.2 | Supplying & fixing of ..mtrs. Cat 6Patch Cable. 2Mtr ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 312.35 | 312.35 | 70.0 | False | None | None | False | None | False | 21864.5 | 0 | | 3655628 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 37 Itm No 8.12.2 | Supplying & Fixing of Patch panel for Lan Cabling. 24 Port 10/100 patch panel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4983.14 | 4983.14 | 3.0 | False | None | None | False | None | False | 14949.42 | 0 | | 3655629 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.2.2 | Supplying and drawing PVC flexible 2 pair telepone unarmoured tinned copper cable. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 25.52 | 25.52 | 2100.0 | False | None | None | False | None | False | 53592.0 | 0 | | 3655630 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.2.5 | Supplying and drawing PVC flexible 5 pair telepone unarmoured tinned copper cable. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 55.9 | 55.9 | 100.0 | False | None | None | False | None | False | 5590.0 | 0 | | 3655631 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.2.6 | Supplying and drawing PVC flexible 10 pair telepone unarmoured tinned copper cable. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 98.44 | 98.44 | 150.0 | False | None | None | False | None | False | 14766.0 | 0 | | 3655632 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 37 Itm No 8.13.2 | Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination. 20 Pair ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 465.49 | 465.49 | 4.0 | False | None | None | False | None | False | 1861.96 | 0 | | 3655633 | 133375 | None | Common Pwd SR 23-24 V-6 pg no 37 Itm No 8.13.4 | Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination. 50 Pair ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 766.92 | 766.92 | 1.0 | False | None | None | False | None | False | 766.92 | 0 | | 3655634 | 133375 | None | Approved rate | Supply, Installtion, Testing and Comissioning of IP PBX with 550 SIP Extensions, up to 100 Concurrent Calls Redundant Power Supplies with Hot Swappable Interfaces Boards (FXS/FXO/E1/T1) and
IP/SIP Failover with features of Multiple SIP Trunks and Flexible Routing and Support audio codec G.722 and Opus, HD audio on speakerphone and handset ---- etc., complete including all lead and lift and work to be executed as per the specification and engineer -in-charge of the work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 100300.0 | 100300.0 | 1.0 | False | None | None | False | None | False | 100300.0 | 0 | | 3655635 | 133375 | None | Approved rate | TELEPHONES Analog push button telephone with Caller ID, flash and radial ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2124.0 | 2124.0 | 70.0 | False | None | None | False | None | False | 148680.0 | 0 | | 3655636 | 133375 | None | Approved rate | Supply, Installation, Testing and Commissioning of Line Interface Unit-6 Port LIU with Coupler and Connector SM Type ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 8850.0 | 8850.0 | 2.0 | False | None | None | False | None | False | 17700.0 | 0 | | 3655637 | 133375 | None | Approved rate | Supply, Installation, Testing and Commissioning of 6-core OFC - Armoured outdoor cable (SM) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 115.64 | 115.64 | 150.0 | False | None | None | False | None | False | 17346.0 | 0 | | 3655638 | 133375 | None | Common Pwd SR 23-24 V-6 Pg no 2 Itm No 1.2.2 | Supplying heavy gauge PVC conduit pipe 25mm dia 2mm thick thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 94.8 | 94.8 | 3200.0 | False | None | None | False | None | False | 303360.0 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Nurse call system) | 3436348.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655639 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of 'The Bedside call unit shall be mounted on the head boards where there are patient headboards or on the walls where it can be implemented within the system.'The Bedside call unit shall be 2 input\output ports for RJ45 Endings for cabling in a chain with overdoor lights and other call units and eventually to one zone controller. 'On the standard bedside call unit front side there shall be: 'An "End Call" Button with a green tick mark symbol.'Reassurance backlight in order to give visual information about call ststus.'Continous backlight for easy visibility of the unit at night.'Pressing on the end call button ends the call and turns the assigned overdoor light to green. IP System controller logs the event as "Presence"'Pressing the end call button for the second time ends the "presence" and turns off the assigned overdoor light.'The Bedside Call Unit shall made from noninflammable PC-ABS-FR Materials.'It can be used individually as a call button where patient handset is not needed. Other wise, its connection with the patient handset shall be easily established ny the connecting via RJ45 on its front side.'A Nurse call shall be initated via the patient handset or the bedside call unit. These two buttons shall be accepted by the system as equivalent. In the event that these buttons are pressed.'If the unit is ablee to transmit the call to the zone controller, the LED on the unit shall flash with 1.0 second intervals, call transmission information shall be audibly notified to the patient.'If there is an error in the call transmission, a continuous red light showing error status shall only stop when the call termination button is pressed, subsequent presses of the button shall trigger an audio alert each time.'Its connection shall be made with cat 6 UTP Cable RJ45 of B Standard.'This device shall be powered by the Zone Controller. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4130.0 | 4130.0 | 100.0 | False | None | None | False | None | False | 413000.0 | 0 | | 3655640 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of PATIENT HANDSET BASIC.This Handset will be used in the locations that are connected to the system by a zone controller.'It Shall be ergonomically suitable to be handheld.'It shall be connected to the bedside call unit with an independent cable.'on its front side there shall be 'A "start Call" Button with red nurse symbol.'Reassurance LED light in order to give visual information about the call status.Continues LED Light for easy visibility at night.'Call Initation and error notification procedures is the same as bedside call unit except audio alerts are always issued by the bedside call unit its call initiation button and back light works in parallel with the one on the bedside call unit.It shall have an easily cleanable surface that dose not promote bacterial growth.Patient handset shall be made from non inflammable PC-ABS-FR Materials. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 5900.0 | 5900.0 | 100.0 | False | None | None | False | None | False | 590000.0 | 0 | | 3655641 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of CODE BLIE CALL UNIT;- The Code Blue Call Unit shall be mounted on headboards where there are patient headboards or on the walls where it can be implemented within the system. The Code Blue Call Unit has 2 Input/Output ports for RJ45 endings for cabling in a chain with Over Door Lights and other call units and eventually to one Zone Controller.
On the Code Blue call unit front side there shall be; A “start code blue” button with a blue medicine symbol. Pressing the button initiates a Code Blue event, turning on the assigned Overdoor lights to Blue. An “end code blue” button with a green tick mark symbol. Pressing the Button shall cancel the Code blue alarm turning the assigned Overdoor lights. Reassurance backlight in order to give visual information about the call status. Continuous backlight for easy visibility of the unit at night.
The Code Blue Call Unit shall be made from nonflammable PC-ABS-FR materials.
If the unit is able to transmit the call to the zone controller, the LED on the unit shall flash with 1.0-second intervals. Call transmission information shall be audibly notified to the patient.
If there is an error in call transmission, a continuous red light showing the error status shall only stop when the call termination button is pressed or room control connection is made. Subsequent presses of the button shall trigger an audio alert each time. Its connection shall be made with Cat 6 UTP cable and RJ45 of B standard. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4071.0 | 4071.0 | 100.0 | False | None | None | False | None | False | 407100.0 | 0 | | 3655642 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of PULL-CORD CALL UNIT(WC\Bathroom)-The Pull-cord call unit has 2 input\output ports for RJ45 Ending for cabling in a chain with overdoor lights and other call units and eventually to one zone controller. on its front side there shall be A pull-code call unit with customizable length with minimum 1.5 meters to serve as a call-code.A call termination button (indicated by a green tick Mark Symbol).Its Connection shall be made with CAT6 UTP cable and RJ45 of B standard.A priority WC Emergency call shall start when the cord is pulled.This Device will be used in the locations that are connected to the system by a zone controller. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4189.0 | 4189.0 | 20.0 | False | None | None | False | None | False | 83780.0 | 0 | | 3655643 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of 'Over Door Light shall use environmentally friendly LEDs.'It shall consist of Red, Green, Blue, white, Pink Colored Warning Light.'In Normal Condition, no light shall be lit, if the patient makes nurse call, Red Light shall be Lit with in 0.5 Seconds. After all nurse call, when the nurse presses the green presence button on the call unit, the light of the over door light will return green.'In code blue, the blue light shall be lit.'The outer casing of the over door light shall be made of nonflammble PC-ABS-FR Materials.'Over door light shall have 2 input\output ports for RJ45 ending for cabling in a chain with call units on one of the communication lines of the zone controller. Alternativley, it connects to the RCU in private & semi private rooms.'Its connection shall be made with cat 6 UTP Cable RJ45 of B Standard.'This device shall be powered by the Zone Controller or black colored communication ports of RCU unit to which it is connected. It shall not require additional energy supply. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 11463.7 | 11463.7 | 20.0 | False | None | None | False | None | False | 229274.0 | 0 | | 3655644 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of 'IP BASED NURSE CALL SYSTEM Supply, Installation, testing and commissioning of the IP based Nurse Call System based on the following components including but not restricted to gold plated connecting leads, connectors, patch cables, jumpers, nuts, screws, bolts, mounting plates, cover plates, back boxes etc., 'Shall be in accordance with International guidelines and shall be in such a way that the most effective communication between Patient, Nursing Staff, Doctor & management staff can be provided in the least possible time. 'System Operation\Ward Nurse Station;-'The ward Nurse Station Shall be used in the location that are connected to the system by a zone controller. It is placed in each multi bed ward areas at the nurse station overlooking the patent beds.'The ward Nurse station Shall have a minimum 10 Inch touchscreen and include its own integrated handsfree voice communication with other Nurse control Panels.'The Nurse control panel may be used to monitor the status of every assigned call points, call and alarm status.the screen will show active calls and emergency code with top to bottom priority, highest priority active calls is on top and longest awaiting calls within same call type having more priority than same type.'The origin room and the bed information of all active nurse calls, code blue calls shall be shown with an audiovisual alert along with the call type.'onscreen call points shall have notification of relevant icons, colors, and tones according to their call status as well as time the call started and time passed since.'call shall be shown real time. Each activity will be send to IP System Controller for logging enabling later inspection and reporting.'Time stamp and error logs for situations when the energy supply of the panel is cut or there is no network connection shall be recorded on the IP System controller.'Emergency codeblue, Red, pink, and white shall be initiated from the touch screen. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 95138.68 | 95138.68 | 6.0 | False | None | None | False | None | False | 570832.08 | 0 | | 3655645 | 133376 | None | Approved rate | Supply, installation, testing and commissioning of IP ZONE CONTROLLER This is the main node device used to network the Nurse call system devices to each other for areas are not private or semi-private rooms and do not have item 3.2(RCU). It is to be used for multi bed wards areas in a single open soace with a nurse desk overlooking the assigned patient beds.Each zone controller has 2 communication ports which support chains of up to 24 calls initiation devices each,and up to as many over door lights as the number of the call initiation devices, for a total maximum support of 48 call devices.The connection shall be made with cat 6 UTP Cable and RJ45 of B Standard. Toatl cable length from the Zone Controller to the last call device Cannot be longer than 500 meters for each communication line oneach communication port.Zone controller shall have 2 power injectors to be included with the device to be used for injecting 12V power to be used on each communication line. Each power injector has 2 RJ% Ports to be connected at suitable location to prevent voltage drops on the lines.Each Power injector require 110-240 V Power.There shall not be any limits to the number of zone controllers that can be used in a nurse call system, they may be placed in the network switch, its connection shall be made with cat 6 UTP cable and RJ% of B Standard.The zone controller shall have 1 port for 110-240 V Power.'The zone controller must be configurable from the IP System Controller. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 85388.34 | 85388.34 | 6.0 | False | None | None | False | None | False | 512330.04 | 0 | | 3655646 | 133376 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.1 | Supplying and drawing UTP-CAT 6E LAN cable ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 46.18 | 46.18 | 5000.0 | False | None | None | False | None | False | 230900.0 | 0 | | 3655647 | 133376 | None | Common Pwd SR 23-24 V-6 Pg no 2 Itm No 1.2.2 | Supplying heavy gauge PVC Consealed conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 25mm dia 2mm thick ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 94.8 | 94.8 | 4000.0 | False | None | None | False | None | False | 379200.0 | 0 | | 3655648 | 133376 | None | Common Pwd SR 23-24 V-6 Pg no 37 Itm No 8.12.2 | Supplying & Fixing of Patch panel for LAN cabling .24 Port 10/100 patch panel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4983.14 | 4983.14 | 4.0 | False | None | None | False | None | False | 19932.56 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (TV system) | 46880.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655649 | 133377 | None | Common Pwd SR 23-24 V-6 Pg no 9 Itm No 3.6.11 | TV socket ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 189.6 | 189.6 | 10.0 | False | None | None | False | None | False | 1896.0 | 0 | | 3655650 | 133377 | None | Approved rate | The Scope of work is Supply,istallation, Testing for T.V. System with following Items & components in Rooms & other Specific Areas. It also covers co-ordination with T.V service provider for completeness & usage of the Items /components erected by Vendor.Booster amplifier. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 3540.0 | 3540.0 | 4.0 | False | None | None | False | None | False | 14160.0 | 0 | | 3655651 | 133377 | None | Approved rate | The Scope of work is Supply,istallation, Testing for T.V. System with following Items & components in Rooms & other Specific Areas. It also covers co-ordination with T.V service provider for completeness & usage of the Items /components erected by Vendor. 3 way splitter. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 236.0 | 236.0 | 6.0 | False | None | None | False | None | False | 1416.0 | 0 | | 3655652 | 133377 | None | Common Pwd SR 23-24 V-6 Pg no 36 Itm No 8.3 | Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 53.47 | 53.47 | 550.0 | False | None | None | False | None | False | 29408.5 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (UPS system) | 1062000.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655653 | 133378 | None | Approved rate | Supply, Installation Testing and commissioning of double convertsion, DSP Based, True on line 2 x20KVA UPS system with 415V +/- 15% V,50Hz,3Ph Input & 415V+/-1%, 50 Hz ,3Ph Output, With Output 0.9 PF, working on 16 Bit microprocessor Architecture,Isolation transformers, RS 232 ports, monitoring software , O/L, SC. protections & self diagnostic features, LCD Display Panel for Functions & all parameters, complying with IEC standards. Convertors, Invertors & Battery Charger shall utilize PWM technology with IGBT. Battery Back up time of 15 minutes back up on 40kva load with required VRLA SMF individual Battery bank System(65AH-32 Nos each Battery Bank) housed in suitable Cabinet /Rack, Static ByPass, complete with Internal wiring & all accessories to be provided. The System shall have in-built P.F.correction & shall ensure THD as per latest International standards. The efficiency of UPS shall be 96% or more. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 1062000.0 | 1062000.0 | 1.0 | False | None | None | False | None | False | 1062000.0 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (Modular OT) | 5723768.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655654 | 133379 | None | Approved rate | DESIGN,SUPPLY ERECTION TESTING & COMISSIONING OF CLEAN ROOM SYSTEM -Providing and fixing 50 mm thick prefabricated walkable stainless steel panels ceiling The panel should have a composite construction of two skins, one side stainless steel 304 grade 0.8 mm thick and other side sheet is PPGI sheet of 0.6 mm thick. And these two sheets are held together with aluminum ‘w’ section of 48mm x 10.2mm for frame work & inner space between two sheets is filled with Puff insulation with density of 40KG per Cubic meter. The panel size should be 1.20Mts x 3.00 Mtrs. The stainless steel surface should be brush / MAT finish with antiglare property. The false ceiling panels are designed in such way that to fit within each other. There shall be minimum joints. If joints are necessary the panels will be jointed each other by using aluminum ‘H ‘ section 29 mm x 42 mm for interlock system. And all panel joints will be sealed by using compressible food grade silicon sealent to ensure air tight vapor tight construction. The false ceiling shall be walkable with provision of service panel. The false ceiling should be fixed to the concrete slab by using 8mm treaded tension bars with adjustable turn buckles, fastener, nuts, bolts etc., complete to the concrete slab. Coving: Providing corner joint coving for wall to wall used to provide smooth and seamless corner coving buffed aluminium extruded profile R75 ‘C’ cap, L section profile, ‘Z’ section profile. The required size cut outs for fixing of lights & also for any other services shall be made. The cost includes the cost of all materials, labour charges for fixing, transportation, lead, lift and etc., complete. The works shall be carried out as per the directions of the Engineer in charge. ( Note: The panel should be free from scratches & dents ) MODULAR OT area -8 mtr X6 mtr apprxt.
Say 50.00 Sqm
---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 10354.5 | 10354.5 | 50.0 | False | None | None | False | None | False | 517725.0 | 0 | | 3655655 | 133379 | None | Approved rate | Providing and fixing 50 mm thick prefabricated stainless steel wall panels. The panel should have a composite construction of two skins, one side stainless steel 304 grade 0.8 mm thick and other side sheet is PPGI sheet of 0.6 mm thick and these two sheets are held together with aluminum W section size 48mm x 10.2mm for frame work and inner space between two sheets is filled with Puff insulation with density of 40KG per Cubic meter. The panel size should be 1.20Mts x 3.00 Mtrs. The stainless steel surface should be brush / MAT finish with antiglare property. The wall panels are designed in such way that to fit within each other. There shall be minimum joints. If joints are necessary the panels will be jointed each other by using aluminum H section 29 mm x 42 mm for interlock system. And all panel joints will be sealed by using compressible food grade silicon to ensure air tight vapour tight construction. Coving:Providing corner joint coving used to provide smooth and seamless corner coving buffed Aluminium extruded profile R75 ‘C’ cap, L section profile, ‘Z’ section profile. The covings shall be provided wall to wall, wall to ceiling, wall to floor. The required size cut outs for fixing of control panel and switch plate shall be made. The cost includes the cost of all materials, labour charges for fixing, transportation, lead, lift etc., complete. The works shall be carried out as per the directions of the Engineer in charge.
( Note: The panel should be free from scratches & dents )
6 mtr X 3 mtr X2 Nos. =36 Sqmtr
8 mtr X 3 mtr X2 Nos. =48 Sqmtr
Say 84.00 Sqm
( Door area will be detected form wall panel) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 10354.5 | 10354.5 | 84.0 | False | None | None | False | None | False | 869778.0 | 0 | | 3655656 | 133379 | None | Approved rate | Supplying and Fixing STAINLESS STEEL DOOR Providing, fabrication and fixing of Stainless steel door with openable shutter of suitable size. The Door frame section of 50mm x 100mm size is made out of 1.2mm thick Stainless steel sheet of 304 grade. The door shutter of 42 - 45 mm thick by using 0.8mm thick stainless sheet of 304 grade for both sides and the surface of the steel should be MAT finish with antiglare property and having composite construction & the space b/w two sheets is filled with Puff insulation with 40 kg/cum density shall be used to ensure air tight & vapour tight construction. Door shall be provided with automatic drop seal at bottom of door, sealed with high quality neoprene sealing gasket in all edges. The doors are provided with vision panel in double toughened glass size 300mm x 300mm,(6mm thick). All accessories including heavy duty SS ball bearing butt door hinges, SS 304 grade handles- 02 sets, heavy duty door closure, SS concealed Tower Bolt, etc are all approved make. The cost includes the cost of all materials, labour charges for fixing, transportation, lead, lift etc., complete. The works shall be carried out as per the directions of the Engineer in charge.
Srub Door /Dirty utility Door (single leaf)
1 mtr X 2.10 mtr
Say 2.10 Sqmtr ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 53843.4 | 53843.4 | 2.1 | False | None | None | False | None | False | 113071.14 | 0 | | 3655657 | 133379 | None | Approved rate | Supplying and Fixing HERMATICALLY SEALED STAINLESS STEEL SLIDING DOOR Providing, fabrication and fixing of manually operated hermetically sealed stainless steel sliding door of size1500 x 2100mm. The door shutter of 42 - 45 mm thick by using 0.8mm thick stainless sheet of 304 grade for both sides and the surface of the steel should be MAT finish with antiglare property and having composite construction & the space b/w two sheets is filled with Puff insulation with 40 kg/cum density shall be used to ensure air tight & vapour tight construction. The sliding Door runs on Nylon wheel within an Aluminium extrusion high quality rail complete with required accessories. The door track is constructed from an aluminium extrusion, fixed firmly to the wall. Door shall be provided with automatic drop seal at bottom of door, sealed with high quality neoprene sealing gasket in all edges.
The doors are provided with vision panel in double toughened glass size 300mm x 300mm,(6mm thick). All accessories including SS 304 grade handles- 02 sets, SS concealed Tower Bolt, etc., Complete are all approved make. The cost includes the cost of all materials, labour charges for fixing, transportation, lead, lift etc., complete. The works shall be carried out as per the directions of the Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 96585.36 | 96585.36 | 3.5 | False | None | None | False | None | False | 338048.76 | 0 | | 3655658 | 133379 | None | Approved rate | Antistatic Epoxy Flooring : Providing and laying 4mm thick anti-static, anti-fungal and anti-bacterial epoxy flooring after preparing the floor surface by removing all loose particles, dirt by using coir brush and vacuum cleaner. Applying one coat of Moisture barrier primer and then applying self-leveling 2mm thick moisture barrier layer to capture the moisture of the existing flooring. Then the anti static grid is laid with conductive granules and copper strips. Then apply one coat of epoxy based primer and allow for dry 6- 8 hours. Then apply epoxy putty and allow for dry 6 - 8 hours. And then apply 2 mm thick self-leveling epoxy flooring of approved make, colour and shade. The Epoxy flooring should be impact resistance, chemical resistance including abrasion and fumigation with R75mm coving wall to wall, wall to flooring etc., The cost includes cost of material, labour, transportation etc., complete. The works shall be carried out as per the directions of the Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 3835.0 | 3835.0 | 54.0 | False | None | None | False | None | False | 207090.0 | 0 | | 3655659 | 133379 | None | Approved rate | Supplying and Fixingof 2'x2' LED recessed luminarie with…. Watts system wattage. Housing shall be with pressure die cast aluminium alloy with corrosion proof resistant polyester powder coated. Driver operates with voltage range from 100v to 270V 50/60 Hz with short circuit, overload & mis-wring protection. Lumen maintenance of 70% at 50000 Hrs. injection moulded poly carbonate diffuser for better mechanical stability, light transmission & avoid pot hole effect. Junction temperature shall be less than 70 degree Celsius. Driver is on constant current driver @ 0.06A with PF Greater than 0.9, line voltage @ 50Hz, driver efficiency Greater than 85% & THD less than 15%. LED Efficiency Greater than 130 Im/W & Fixture Efficiency Greater than75lm/w with CRI Greater than 75 with injection moulded Polycarbonate lens with less than 8mm depth. 5 years Warranty against any manufacturing defect working under standard electrical condition.] ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 9725.56 | 9725.56 | 8.0 | False | None | None | False | None | False | 77804.48 | 0 | | 3655660 | 133379 | None | Approved rate | Supplying and Fixing LED - X-Ray Viewing Screen :X-RAY VIEWING SCREEN: - Two Plate X-Ray View Screen with flicker free illumination having imported LED system for uniform illumination and operated by X-ray film. The system having electrical safety codes for high & Low voltage system. The X - ray viewing screen shall be concealed with wall panel. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 33040.0 | 33040.0 | 1.0 | False | None | None | False | None | False | 33040.0 | 0 | | 3655661 | 133379 | None | Approved rate | Supplying and Fixing Magnetic Writing List Board:Magnetic Writing Board of size 940 x 640 x 50 mm comprises of a flush mounted, 1.50 mm thick, white laminate board, bonded to a 10 mm high density fibre board sheet for additional rigidity. Magnetic Writing List Board shall be concealed with wall panel. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 6903.0 | 6903.0 | 1.0 | False | None | None | False | None | False | 6903.0 | 0 | | 3655662 | 133379 | None | Approved rate | Supply and installation of Stainless steel 304 grade Plenum LAMINAR FLOW- Plan air Ceiling mounted system with unidirectional airflow,(Air flow velocity of 25 to 35 FPM) Plenum unit, Holding structure & Top plenum are conforming to DIN 4799 / EU14 (Mini pleate HEPA filter) standards for the air distribution system complete with provision for 6 Nos. (Size 1220mmX610mmX90mm thick) HEPA Filters (efficiency 99.97% down to 0.3 micron ), 4000 cfm. The Plenum size is 1800 x 2400mm. The Diffuser is made out of SS 304 Grade material for laminar of filtered air. The complete unit will have factory prepared fine sealing system. It will be perfectly seamless. It will be made out of SS 304 Sheet of required thickness With perforated SS 304 sheet with etc., complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 312700.0 | 312700.0 | 1.0 | False | None | None | False | None | False | 312700.0 | 0 | | 3655663 | 133379 | None | Approved rate | Supplying and Fixing STAINLESS STEEL STORAGE UNIT:Providing and supplying Storage Unit of size 800x1900x350 mm has made of 0.8.mm thick SS304 grade sheet. The exterior openable glass doors shall be made by using 6mm thick toughened glass with lockable & magnetic push-button for easy opening. Removable toughened glass shelves of thickness 6 mm will be provided with the storage units. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 70800.0 | 70800.0 | 1.0 | False | None | None | False | None | False | 70800.0 | 0 | | 3655664 | 133379 | None | Approved rate | Supplying and Fixing PASS/HATCH BOX:Providing and fixing Hatch box for modular OT in stainless steel SS 304, SS Handles, SS Hinges, View window, Door close/open indication, Electromagnetic door interlocking system based on Microcontroller electronic system for disposal of dirty linen/waste to non-sterile store.(Size 600mm x 600mm x 600mm) with double door inter lock and consisiting of UV lamp, UV lamp on for both door closed, UV lamp off for any door open, CF lamp on any door is open CF lamp off both door closed including cost of conceted accessories. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 76700.0 | 76700.0 | 1.0 | False | None | None | False | None | False | 76700.0 | 0 | | 3655665 | 133379 | None | Approved rate | Supplying and Fixing OT control Panel 6 Tile : Supply and installation of 6 tile OT control panel with distribution box, control panel will be mounted flush in the theatre wall, comprising of the following.1. Medical gas card 2. Laminar Air flow controls Temperature & humidity indicators, filter status, temperature & humidity control. 3. Digital elapsed timer 4. Hand free phone 5. Digital day timer clock 6. Lighting control panel ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 129800.0 | 129800.0 | 1.0 | False | None | None | False | None | False | 129800.0 | 0 | | 3655666 | 133379 | None | Approved rate | Providing & fixing SS304 grade return air grill. The cut out for return air grill size in panel is 600mmX450mm. The cost includes cost of material, labour charges for fixing etc complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 4130.0 | 4130.0 | 4.0 | False | None | None | False | None | False | 16520.0 | 0 | | 3655667 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING of Return air riser made out of SS 304 grade with 18 SWG in the clean room area of 1000 CFM and provision for return air collar damper anf grill with all concted accessories. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 21240.0 | 21240.0 | 4.0 | False | None | None | False | None | False | 84960.0 | 0 | | 3655668 | 133379 | None | Approved rate | Supplying and Fixing Providing and making trap door of size 600 x 600mm in the ceiling panel by cutting. The required frame work shall be made by using Aluminium sections. The cost includes cost of material, labour charges for fixing etc complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Each | 7375.0 | 7375.0 | 1.0 | False | None | None | False | None | False | 7375.0 | 0 | | 3655669 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Air handling units of GSS powder coated sheet metal cabinet type Double skin Recirculatory type 40-45 mm thick,Thermal break,modular construction.Air handling units shall be complete with Backward curved blower having capacity of 3500 t0 4000 cfm (Minimum 25 to 35 ACPH ) with 125 mm capacity, 3.75kw TEFC motor,fan motor drive filter section with 10 microns pre filter,3 microns fine filters, DX coil 6 row section of copper coil with aluminium fins,Mist eleminator, inlet and outlet volume control dampers and bypass dampers with access doors and accessories including 10% Fresh air with module with console type and grill, 20 Microns Fresh air filter. 10% Bleed module with hepa filter,damper and grille, View glass, View lamp, limit switch for door & Pressure port for filter sections & provision to fix pressure port to measure the pressure drop across the filter, ( EFF1 Motor ) coil should be 5. 5 TR x 2 circute with all concted accessories. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 597788.0 | 597788.0 | 1.0 | False | None | None | False | None | False | 597788.0 | 0 | | 3655670 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING 5.5 TR Air cooled out door condensing units comprising of semi -hermetic / hermetic reciprocating/scrool compressors with matching air cooled condenser suitable for 3500 to 4000 CFM AHU) provided with necessary controls.like Thermostart , Draier with MS painted stand ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 146320.0 | 146320.0 | 2.0 | False | None | None | False | None | False | 292640.0 | 0 | | 3655671 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Collar damper made out of Al. with powder coated as per return air openinig size ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 10384.0 | 10384.0 | 2.0 | False | None | None | False | None | False | 20768.0 | 0 | | 3655672 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Aluminium Volume control dampers manual operated, Only for hepa module, unit mouth & branch Ducts ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 13924.0 | 13924.0 | 2.0 | False | None | None | False | None | False | 27848.0 | 0 | | 3655673 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Fire Dampers with Fusible Links rated for 72 degree C for AHU mouth, with fire damper actuator with inter link with AHU controll panel in case of fire AHU motor should stop. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 6254.0 | 6254.0 | 1.0 | False | None | None | False | None | False | 6254.0 | 0 | | 3655674 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Fire retardant flexible connections for AHU supply & return air mouth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 5546.0 | 5546.0 | 2.0 | False | None | None | False | None | False | 11092.0 | 0 | | 3655675 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Al. ducting including the supports,selicon sealent with painted MS angle flanges. 22 guage ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 2006.0 | 2006.0 | 160.0 | False | None | None | False | None | False | 320960.0 | 0 | | 3655676 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Supply & return air duct Insulation with factory laminated Al. foil class 'O' grade 13 mm thk for return air duct ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 920.4 | 920.4 | 80.0 | False | None | None | False | None | False | 73632.0 | 0 | | 3655677 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Supply & return air duct Insulation with factory laminated Al. foil class 'O' grade 19 mm thk for supply air duct ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1097.4 | 1097.4 | 90.0 | False | None | None | False | None | False | 98766.0 | 0 | | 3655678 | 133379 | None | Approved rate | Polishield covering with two coats paint for exposed duct ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Sqm | 1038.4 | 1038.4 | 70.0 | False | None | None | False | None | False | 72688.0 | 0 | | 3655679 | 133379 | None | Approved rate | SUPPLY & Fixing 300 dia Insulated flexible connection for grille module & return air raiser ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 979.4 | 979.4 | 20.0 | False | None | None | False | None | False | 19588.0 | 0 | | 3655680 | 133379 | None | Approved rate | 25 mm PVC dia drain piping with supports for AHUs ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 625.4 | 625.4 | 50.0 | False | None | None | False | None | False | 31270.0 | 0 | | 3655681 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING Ele.controll panel inter lock with AHUs and 5.5 TR 2 nos condenser unit with TEMP. & RH Controller For AHU ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 12272.0 | 12272.0 | 1.0 | False | None | None | False | None | False | 12272.0 | 0 | | 3655682 | 133379 | None | Approved rate | SUPPLY ERECTION TESTING & COMISSIONING 4 Kw Ele. Heater with RH controller to controll humidity of 50 to 60% ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 66788.0 | 66788.0 | 1.0 | False | None | None | False | None | False | 66788.0 | 0 | | 3655683 | 133379 | None | Approved rate | Supplying and drawing flexble multicore cable manufactured with electroytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 & confirming to GTP. 4C X 6 Sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 218.3 | 218.3 | 60.0 | False | None | None | False | None | False | 13098.0 | 0 | | 3655684 | 133379 | None | Approved rate | Supplying and drawing flexble multicore cable manufactured with electroytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 & confirming to GTP. 4C X 4 Sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 177.0 | 177.0 | 60.0 | False | None | None | False | None | False | 10620.0 | 0 | | 3655685 | 133379 | None | Approved rate | Supplying and drawing flexble multicore cable manufactured with electroytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 & confirming to GTP. 4C X 2.5 Sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 123.9 | 123.9 | 30.0 | False | None | None | False | None | False | 3717.0 | 0 | | 3655686 | 133379 | None | Approved rate | Supplying and drawing flexble multicore cable manufactured with electroytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 & confirming to GTP. 8C X 2.5 Sqmm S.R. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 348.1 | 348.1 | 30.0 | False | None | None | False | None | False | 10443.0 | 0 | | 3655687 | 133379 | None | Approved rate | Supplying and drawing flexble multicore cable manufactured with electroytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 & confirming to GTP. 4C X 10 Sqmm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 348.1 | 348.1 | 30.0 | False | None | None | False | None | False | 10443.0 | 0 | | 3655688 | 133379 | None | Approved rate | SUPPLY & Fixing Cable trey-300 width x 50 ht perforated P. No.63 Item No.7.19.2 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 645.46 | 645.46 | 30.0 | False | None | None | False | None | False | 19363.8 | 0 | | 3655689 | 133379 | None | Approved rate | Plate COpper Earthing strip 24 x 3 mm connected to existing earthing P.55 Item No.7.3.6 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 617.14 | 617.14 | 50.0 | False | None | None | False | None | False | 30857.0 | 0 | | 3655690 | 133379 | None | Approved rate | SUPPLY & FIXING DP Gauge range 0 to 6 mm wg for OT room to monitoring positive pressure ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 10089.0 | 10089.0 | 1.0 | False | None | None | False | None | False | 10089.0 | 0 | | 3655691 | 133379 | None | Approved rate | DSUPPLY & FIXING DP Gauge range 0 to 50 mm wg for AHU & EAU pre & fine filter section to monitoring pressure drop in the filters ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 9735.0 | 9735.0 | 2.0 | False | None | None | False | None | False | 19470.0 | 0 | | 3655692 | 133379 | None | Approved rate | Supplying & Fixing Single Arm Rotating OT Pendant: Single ARM 320 Deg Rotating Anesthesia Pendant Complete with Electrical Outlets (8 Nos), Data Points (1 Nos) and Medical Gas Outlets (7 Nos), 1 Monitor Tray, 2 Nos. Shelfs, 2 Nos I V Stand. Note: 2 SET of DOCUMENTS & VALIDATION AT REST AS PER ISO-14644 and NABH standard to be submitted.
a)Design Qualification, Installation Qualification, Operational Qualification, Performance Qualification
b)Air velocity test
c)Air changes test
d)Air qty.check test
e)Temp. & RH test
f)DOP test for Hepa filter
g)Partical count test (Class 100, ISO - 5in the termial )
h)Air flow pattern test
i)Recovery test
j)Majot materil test certificates ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 194700.0 | 194700.0 | 2.0 | False | None | None | False | None | False | 389400.0 | 0 | | 3655693 | 133379 | None | Approved rate | Supply , installation, testing and commissioning OT surgical Lighting system with connected accessroies
MOT surgical lighting system shall provide an ideal combination of brightness, manoeuvrability and shadow resolution without sacrificing colour and accuracy through a consistent LED technology.
Such lighting system shall have the following technical specifications:
a) Number of light heads : Two
b) Rotation system : 360 degree
c) Colour temperature range : 3800 degree K to 5000 degree K (plus or minus 10%)-variable colour temperature.
d) CRI : 93 Ra.
e) LED's : Low temp . 3 Colours combination.
f) LED bulb life : greater than or equal to 50,000 hrs.
g) Field size diameter : 20 to 28 cm (plus or minus 10%)
h) Working range : 750 to 1100 mm (plus or minus 10%)
i) Focus : Adjustable 100mm-250mm.
j) Illumination leve l: minimum 160,000 lux (both for major dome and minor dome separately).
k) Controls : control panel ( two:one on the wall and other on dome/ digital with wireless remote).
l) Power supply : 220 V/ 50Hz AC. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 278480.0 | 278480.0 | 1.0 | False | None | None | False | None | False | 278480.0 | 0 | | 3655694 | 133379 | None | Approved rate | Supply , installation, testing and commissioning OT surgical Lighting system with connected accessroies
MOT surgical lighting system shall provide an ideal combination of brightness, manoeuvrability and shadow resolution without sacrificing colour and accuracy through a consistent LED technology.
Such lighting system shall have the following technical specifications:
a) Number of light heads : Two
b) Rotation system : 360 degree
c) Colour temperature range : 3800 degree K to 5000 degree K (plus or minus10%)-variable colour temperature.
d) CRI : 93 Ra.
e) LED's : Low temp . 3 Colours combination.
f) LED bulb life : greater than or equal to 50,000 hrs.
g) Field size diameter : 20 to 28 cm (plus or minus10%)
h) Working range : 750 to 1100 mm (plus or minus10%)
i) Focus : Adjustable 100mm-250mm.
j) Illumination leve l: minimum 160,000 lux (both for major dome and minor dome separately).
k) Controls : control panel ( two:one on the wall and other on dome/ digital with wireless remote).
l) Power supply : 220 V/ 50Hz AC. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 413118.0 | 413118.0 | 1.0 | False | None | None | False | None | False | 413118.0 | 0 |
| | 1722410785000 | 0 | None | None | Buildings | Construction of 100 Bedded Taluka Level Hospital at Khanapur in Belagavi District. (MGPLS) | 16031586.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3655695 | 133380 | None | Approved rate | OXYGEN MAIN MANIFOLD SYSTEM : 40 cylinder (20+20) Oxygen Manifold should be suitable to withstand a pressure of 140 Kg/Cm2and above along with high pressure copper annealed tail pipes with end Brass adapter suitable for Oxygen Cylinders and manifold. Top frame comprising high pressure copper pipes of size 12mm I.D x 1.5mm wall thick, with high pressure brass fittings made of high tensile brass and connections through non-return values; high pressure copper tail pipes, made of high pressure copper pipe of size 7mm I.D x 1.5mm wall thick. The design of middle and bottom frames should be provided to fit both round and flat bottom cylinders safely. The manifold should be tested (hydraulically) at 3500 psig. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 224554.0 | 224554.0 | 1.0 | False | None | None | False | None | False | 224554.0 | 0 | | 3655696 | 133380 | None | Approved rate | Micro process based Automatic High flow Upto 2200 ltrs/min Oxygen Control Panel. Fully automatic changeover panel 3 SOURCE FULLY AUTOMATIC OXYGEN CONTROL PANEL Working Pressure from the oxygen concentrator plant 4.1 kg/cm2 (Future Provision). Working Pressure from fully automatic control panel 4.1 kg/cm2. Working Pressure from Emergency manifold system 4.1 kg/cm2. Changeover unit of all 3 sources should be at the pressure from oxygen concentrator plant Below 4.1kg/cm2. Changeover unit of all 3 sources should be at the pressure from main Manifold system Below 4.1kg/cm2.Changeover
unit of all 3 sources should be at the pressure from Emergency manifold system Below 4.1kg/cm2. The Control panel shall be of fully integrated type with all safety features inbuilt for high pressure and high flow Upto 2200 ltrs / min Oxygen system. All the electrical circuits should be operated at 12 volts & 24 volts with provision of inbuilt power conversion equipment. The Panel shall have the necessary instruments, gauges, LED Indicators etc. complete with separate indicators far from separate 3 sources. Pressure from oxygen concentrator plant Green signal for Normal pressure & Red signal for Low pressure. Pressure for manifold system Green signal for Normal Pressure & Red signal for low pressure.Left bank Green signal for Normal Pressure & Red for Low pressure. In Right bank Green signal for Normal Pressure & Red for Low pressure.
In Emergency manifold Green signal for Normal Pressure & Red for Low pressure. Main Line Green signal for Normal Pressure & Red for Low pressure. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 217120.0 | 217120.0 | 1.0 | False | None | None | False | None | False | 217120.0 | 0 | | 3655697 | 133380 | None | Approved rate | OXYGEN MANIFOLD SYSTEM :EMERGENY The Control pannel shall be of fully integrated type with all saftety futures inbuilt for high pressure and high flow upto 2200 ltrs / min Oxygen system. 4+4 Cylinder Oxygen Manifold Should be suitable be withstand a pressure of 140 Kg/Cm2and above, along with high pressure copper annealed tail pipes with end Brass adapter suitable for Oxygen Cylinders and manifold. Top frame comprising of high pressure copper pipes of size 12mmI.D x 1.5mm wall thick, with high pressure brass fittings made of high tensile brass and connections through non-return values; high pressure copper tail pipes, made of high pressure copper pipe of size 7mm I.D x 1.5mm wall thick and a single state high pressure high flow regulator connected to a high pressure brass block. The design of middle and bottom frames should be provided to fit both round and flat bottom cylinders safely. The manifold should be tested (hydraulically) at 3500 psig and necessary test certificates should accompany along with the supply. SEMI AUTOMATIC EMERGENCY OXYGEN MANIFOLD CONTROL PANEL Semi automatic control panels designed for various control functions required during supply of oxygen through the manifold unit. Enclosed in a metal cabinet. This semi automatic control panel is highly efficient in triggering the signal for the Reserve system to go operational in case primary and secondary system fails in emergency. This panel is normally connected in a permanent mode and change over is semi automatic. Some of the features of this pannels are as follows : Control panel shall be made of M.S.duly powder coated, Easy maintenance, Highly reliable, Designed for safety and continuity of flow supply at a constant pressure, Pressure gauge facility to indicate the gas pressure of each header and pipe line distribution pressure, Capable to provide a distribution flow rate in excess of 1500LPM. Should have Incorporation of safety features in case pressure exceeds 100Psi. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 155760.0 | 155760.0 | 1.0 | False | None | None | False | None | False | 155760.0 | 0 | | 3655698 | 133380 | None | Approved rate | NITROUS OXIDE MAIN MANIFOLD SYSTEM Supply, Installation, Testing and commissioning of 2 cylinder (1 + 1) Nitrous Oxide manifold supply with all necessary controls and safety fittings. Make of AKTIV or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. SEMI AUTOMATIC NITROUS OXIDE MAIN MANIFOLD CONTROL PANEL : Supply, Installation, Testing and commissioning of 500 lpm deliver capacity manifold control panel, control panel should have all necessary controls and safety fittings. with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Nitrous Oxide System ---- etc., complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 88500.0 | 88500.0 | 1.0 | False | None | None | False | None | False | 88500.0 | 0 | | 3655699 | 133380 | None | Approved rate | NITROUS OXIDE EMERGENCY MANIFOLD SYSTEM Supply, Installation, Testing and commissioning of 1 cylinders Nitrous Oxide manifold supply with all necessary controls and safety fittings and 0 To 10 Kg/cm2 High Presuure Regulator complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 47200.0 | 47200.0 | 1.0 | False | None | None | False | None | False | 47200.0 | 0 | | 3655700 | 133380 | None | Approved rate | MEDICAL AND SURGICAL AIR SYSTEM : Compressed Air System: System For Medical use. Type : Reciprocating, Air cooled, Oil/ Grease free. Capacity of Piston Displacement : 52.7 cfm 1620 Lpm. Drive : Belt driven. No. of Air Compressors : 2 Nos. (1W + 1S by). Motor Capacity : 15 HP as required. Receiver Capacity : 2000 liters water capacity . After Reservoir shall have oil seperator and Moisture Receiver type : Automatic Vertical type with inlet, outlet & drain provisions. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 1770000.0 | 1770000.0 | 1.0 | False | None | None | False | None | False | 1770000.0 | 0 | | 3655701 | 133380 | None | Approved rate | Duplex Medical Air Dryer System ( Breathing Air System) (2 Nos of 1 set) 100 CFM : Air Dryer Min Working Pressure should be 4 bar, Rated Inlet Pressure should be 7 bar , Max Working Pressure should be 16 bar, Supply Voltage Should be 100-240 VAC, 50/60 Hz, 1 Ph, Rated Inlet temperature should be 38 deg C, Dryer capable to give should be 40 PDP, Purge Loss 15% , Air quality As per NFPA 99, Dual System, Three stage filter (Dessicated drier), CO & Dew point level as per NFPA 99, Bacterial Penetration 0.00001%, Failure Indication, Purge Saving control - Manual, No refrigerant used, Energy saving- Dew point based dryer cycling. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 118000.0 | 118000.0 | 1.0 | False | None | None | False | None | False | 118000.0 | 0 | | 3655702 | 133380 | None | Approved rate | The filters Shouldhave maximum contaminant removal efficiency with minimum pressure drop. The filtration system should conform to breathing air filtration as per ISO 8573 Ch - I Standard. Total 3-stages of filters Shouldbe used as mentioned below: Stage 1: Oil aerosol contents removal up to 0.5 mg/cum. Stage 2: Oil aerosol contents removal up to 0.01 mg/cum. Stage 3: Oil content removal up to 0.003 mg/cum along with removal of oil vapor and hydrocarbon odor as per ISO 8573 Ch-I Standard. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 70800.0 | 70800.0 | 1.0 | False | None | None | False | None | False | 70800.0 | 0 | | 3655703 | 133380 | None | Approved rate | Air Cooler : Supply, Installation, Testing and Commissioning of 80 CFM Air cooler system, with 3 phase fan (High RPM Fan) suitable for 415 V, 3Phs 50 Hz ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 70800.0 | 70800.0 | 1.0 | False | None | None | False | None | False | 70800.0 | 0 | | 3655704 | 133380 | None | Approved rate | VACCUM SUPPLY SYSTEM
The pump installation shall be Duplex system consisting of 2 Nos (1W+1S BY) identical Rotary Vane Type Pumps each of which shall be capable of independently producing designed systems flow rate.
The pump shall be clearly marked with its performance, both its free air displacement and its volumetric throughput. Each pump should have capacity of minimum 4928LPM (300m3/h) i.e., 176 CFM. Pump should be capable of providing a vacuum of not less than 650 mm Hg (87 kPa).
The driving motor shall directly drive the pump unit and it shall be manufactured in accordance with HTM 2022/HTM 02-01 / conforms to IEC Standards. Recommendations suitable for 415 voltes, 3 phase, 50 Hz power supply.Each pump shall have a built in non-return valve and pressure switch such that inadvertent reversal of the motor Should not pressurize the Reservoir or the distribution system protection. The control panel shall consist of three separate , The system should include vacuum storage reservoir tank, Rated for full vacuum services with the storage capacity of approx 3000Ltr (2Nos Receiver Tank) as per standard recommendation. It should be equipped with an vacuum gauge and provision for manual draining by pass valve. The inside of the tank should be coated with a two-component coating to provide a hard, durable lining for rust .Compartments, two compartments shall hold the motor starters, MCBS ammeters, and hour’s run-meters, for each pump. The remaining compartment shall house the vacuum switches, status monitoring equipment, delay timer and necessary interlock, selector switch with automatic change over, etc., complete with internal wiring using copper conductors. Control Panel system should be front operable. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 1593000.0 | 1593000.0 | 1.0 | False | None | None | False | None | False | 1593000.0 | 0 | | 3655705 | 133380 | None | Approved rate | VACUUM BACTERIAL FILTERATION,
Suitable Medical Vacuum filters are used for removal of bacteria & other contamination from the suction side of vacuum pumps, preventing infection of pump and the atmosphere.
These elements shall be of pleated construction giving a high surface area and long operational life. The efficiency to exceed the 0.005% penetration specified in HTM2022 for infectious disease unit.- i.e. complete bacterial removal. Elements shall be fitted in an aluminum housing suitable for various capacities. These are to be internally protected against corrosion by an alocrom treatment. The inner & outer surfaces of the housing are epoxy coated. Complete assembly shall be fitted with a sterilisable drain flask with isolation valve for removal of liquid if any. Differential pressure indicators are to be provided to monitor the status of element. Basics Specifications are as given below. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | Set | 165200.0 | 165200.0 | 1.0 | False | None | None | False | None | False | 165200.0 | 0 | | 3655706 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 54mm. ODx1.2 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 4854.52 | 4854.52 | 80.0 | False | None | None | False | None | False | 388361.6 | 0 | | 3655707 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 42mm. ODx1.2 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 3608.44 | 3608.44 | 150.0 | False | None | None | False | None | False | 541266.0 | 0 | | 3655708 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 35mm. ODx1.2 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 2570.04 | 2570.04 | 230.0 | False | None | None | False | None | False | 591109.2 | 0 | | 3655709 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 28mm. ODx0.9 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1492.7 | 1492.7 | 360.0 | False | None | None | False | None | False | 537372.0 | 0 | | 3655710 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 22mm. ODx0.9 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 1156.4 | 1156.4 | 1220.0 | False | None | None | False | None | False | 1410808.0 | 0 | | 3655711 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 15mm. ODx0.9 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 949.9 | 949.9 | 1970.0 | False | None | None | False | None | False | 1871303.0 | 0 | | 3655712 | 133380 | None | Approved rate | Supply, Installation, Testing and commissioning of copper pipe for medical gas services. Pipes shall be priced for all necessary supports, standard fittings. Make of MEX FLOW or Equilaent Make complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. Copper Pipe 12mm. ODx0.7 mm.thick. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | m | 651.36 | 651.36 | 820.0 | False | None | None | False | None | False | 534115.2 | 0 | | 3655713 | 133380 | None | Approved rate | Oxygen Outlets - drops of 10 mm dia copper pipe terminated properly DIN type valves which have a parking facility which also avoids interchanging of outlets and keys(Gas specific probes) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3392.5 | 3392.5 | 205.0 | False | None | None | False | None | False | 695462.5 | 0 | | 3655714 | 133380 | None | Approved rate | Vacuum Outlets - drops of 10 mm dia copper pipe terminated properly DIN type valves which have a parking facility which also avoids interchanging of outlets and keys(Gas specific probes) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3392.5 | 3392.5 | 154.0 | False | None | None | False | None | False | 522445.0 | 0 | | 3655715 | 133380 | None | Approved rate | Compressed Air Outlets 4 Bar - drops of 10 mm dia copper pipe terminated properly DIN type valves which have a parking facility which also avoids interchanging of outlets and keys(Gas specific probes) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3392.5 | 3392.5 | 155.0 | False | None | None | False | None | False | 525837.5 | 0 | | 3655716 | 133380 | None | Approved rate | Compressed Air Outlets 7 Bar- drops of 10 mm dia copper pipe terminated properly DIN type valves which have a parking facility which also avoids interchanging of outlets and keys(Gas specific probes) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3392.5 | 3392.5 | 6.0 | False | None | None | False | None | False | 20355.0 | 0 | | 3655717 | 133380 | None | Approved rate | Nitrous Oxide Outlets - drops of 10 mm dia copper pipe terminated properly DIN type valves which have a parking facility which also avoids interchanging of outlets and keys(Gas specific probes) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3392.5 | 3392.5 | 8.0 | False | None | None | False | None | False | 27140.0 | 0 | | 3655718 | 133380 | None | Approved rate | Oxygen Flow meter with Humidifier Bottle: Flow meter should be Backpressure Compensated. Flow meter should be accurate gas flow measurement and control within a range of 0-15 liters per minute. It should meet strict precision and durability standards. Flow meter body should be made of brass material. Flow tube and shroud components should be made of clear, impact resistant polycarbonate. The humidifier bottle should be unbreakable polycarbonate material and autoclavable at 134 degrees centigrade. The humidifier should have built in safety valve. With Calibration Certificate’s. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2849.7 | 2849.7 | 154.0 | False | None | None | False | None | False | 438853.8 | 0 | | 3655719 | 133380 | None | Approved rate | Single piece wall mounted suction collection & regulation unit. With jar capacity of 600ml each shall be provided at each of the bed side. Jars are should be made of autoclavable materials. The units shall be clamped to the wall using suitable clamps. With Calibration Certificate’s. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3528.2 | 3528.2 | 148.0 | False | None | None | False | None | False | 522173.6 | 0 | | 3655720 | 133380 | None | Approved rate | Theatre Vacuum Unit: The unit should comprise of two reusable 2000 ml shatter resistant bottle, each made up of poly carbonate material and fully auto cleavable at 134 degree centigrade. Should have a vacuum regulator with instant ON / OFF switch a three way selector switch with an option to operate either. Left, Right or Both. All the above items Should be mounted on a Trolley having a free moving castor wheels. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 14750.0 | 14750.0 | 3.0 | False | None | None | False | None | False | 44250.0 | 0 | | 3655721 | 133380 | None | Approved rate | ISOLATION VALVES:: Should be 900 turn, ball valves of brass body, duly chrome plated on the outer periphery, SS ball with high quality Teflon seated, connected to pipeline with brass ferrule for easy maintenance. ID of the copper pipe and the ball valve should have same dimensions to avoid the flow friction- Isolation Valves 54 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 8826.4 | 8826.4 | 2.0 | False | None | None | False | None | False | 17652.8 | 0 | | 3655722 | 133380 | None | Approved rate | ISOLATION VALVES:: Should be 900 turn, ball valves of brass body, duly chrome plated on the outer periphery, SS ball with high quality Teflon seated, connected to pipeline with brass ferrule for easy maintenance. ID of the copper pipe and the ball valve should have same dimensions to avoid the flow friction- Isolation Valves 42 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 8142.0 | 8142.0 | 3.0 | False | None | None | False | None | False | 24426.0 | 0 | | 3655723 | 133380 | None | Approved rate | ISOLATION VALVES:: Should be 900 turn, ball valves of brass body, duly chrome plated on the outer periphery, SS ball with high quality Teflon seated, connected to pipeline with brass ferrule for easy maintenance. ID of the copper pipe and the ball valve should have same dimensions to avoid the flow friction- Isolation Valves 35 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 5428.0 | 5428.0 | 7.0 | False | None | None | False | None | False | 37996.0 | 0 | | 3655724 | 133380 | None | Approved rate | ISOLATION VALVES:: Should be 900 turn, ball valves of brass body, duly chrome plated on the outer periphery, SS ball with high quality Teflon seated, connected to pipeline with brass ferrule for easy maintenance. ID of the copper pipe and the ball valve should have same dimensions to avoid the flow friction- Isolation Valves 28 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 4071.0 | 4071.0 | 5.0 | False | None | None | False | None | False | 20355.0 | 0 | | 3655725 | 133380 | None | Approved rate | ISOLATION VALVES:: Should be 900 turn, ball valves of brass body, duly chrome plated on the outer periphery, SS ball with high quality Teflon seated, connected to pipeline with brass ferrule for easy maintenance. ID of the copper pipe and the ball valve should have same dimensions to avoid the flow friction- Isolation Valves 22 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 3392.5 | 3392.5 | 13.0 | False | None | None | False | None | False | 44102.5 | 0 | | 3655726 | 133380 | None | Approved rate | ISOLATION VALVES:: Should be 900 turn, ball valves of brass body, duly chrome plated on the outer periphery, SS ball with high quality Teflon seated, connected to pipeline with brass ferrule for easy maintenance. ID of the copper pipe and the ball valve should have same dimensions to avoid the flow friction- Isolation Valves 15 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 2714.0 | 2714.0 | 72.0 | False | None | None | False | None | False | 195408.0 | 0 | | 3655727 | 133380 | None | Approved rate | Zonal Valve box five Gas services; An Zonal area valve box should have bellow spec. Wall mounted M.S. box with powder coated & lockable, Front glass mounting easily visible & using imported brass body quarter turn ball valves using for opening & closing position. The valve box door cannot be close during valve close position. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 23364.0 | 23364.0 | 3.0 | False | None | None | False | None | False | 70092.0 | 0 | | 3655728 | 133380 | None | Approved rate | Zonal Valve box three Gas services : An Zonal area valve box should have bellow spec. Wall mounted M.S. box with powder coated & lockable, Front glass mounting easily visible & using imported brass body quarter turn ball valves using for opening & closing position. The valve box door cannot be close during valve close position. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 18319.5 | 18319.5 | 9.0 | False | None | None | False | None | False | 164875.5 | 0 | | 3655729 | 133380 | None | Approved rate | Digital Area Alarm for five Gas Systems. Micro processor controlled Area Gas alarm panel five Lines, Should audio- visual alarms for each gas used on the floor and come fitted with test and mute button. Running on electricity 220V, these units are suggested to be fitted on each floor as well as areas of heavy usage. It should be fitted with a digital pressure gauge. It indicates low, medium & high pressure sensors. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 41300.0 | 41300.0 | 3.0 | False | None | None | False | None | False | 123900.0 | 0 | | 3655730 | 133380 | None | Approved rate | Digital Area Alarm for Three Gas Systems. Micro processor controlled Area Gas alarm panel five Lines, Should audio- visual alarms for each gas used on the floor and come fitted with test and mute button. Running on electricity 220V, these units are suggested to be fitted on each floor as well as areas of heavy usage. It should be fitted with a digital pressure gauge. It indicates low, medium & high pressure sensors. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 34220.0 | 34220.0 | 9.0 | False | None | None | False | None | False | 307980.0 | 0 | | 3655731 | 133380 | None | Approved rate | Bed Headed Panel and Railing. 1.5meter
Double railing Bed headed panels should have below Specifications.
Accessories
1. IV Stand extendable type with aluminium slider. 2. Monitor stand wall panel mounted. 3. Ward vaccum unit slider. 4. 3/6W LED light fixture. 5. Twpo duplex 230 V,6/16 Amp 6 nos of 6 amps sockets with control switches
Electrical Sockets.
Provision Medical Gas Terminal Units as follows.
2.1 Two oxygen outlet.
2.2 One Vacuum outlet. 2.3 One compressed Air outlet 4 Bar. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 31860.0 | 31860.0 | 45.0 | False | None | None | False | None | False | 1433700.0 | 0 | | 3655732 | 133380 | None | Approved rate | Anaesthesia Single Arm Pendant: The material of the Pendent should be Single-armed rotary ceiling mounted surgical Pendent High-strength aluminum alloy. Extension arm 700mm.Loading capacity: 70-150kg.Level degrees rotation: less than 340n.w.:158kg.Should be provision for Gas outlets Oxygen 02 nos, Vaccum 01 nos,Air 4 Bar 01 nos,Air 7 Bar 01 nos, Nitrous Oxide01 nos,Power socket 08 nos,Grounding terminal 01 nos,Platform 03 nos, IV pole 01 nos,Drawer 01 nos. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 194700.0 | 194700.0 | 2.0 | False | None | None | False | None | False | 389400.0 | 0 | | 3655733 | 133380 | None | Approved rate | Conversion Kit for Anesthesia for Oxygen. Should have high pressure antistatic tubing which is color coded. ---- etc., complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1652.0 | 1652.0 | 3.0 | False | None | None | False | None | False | 4956.0 | 0 | | 3655734 | 133380 | None | Approved rate | Conversion Kit for Anesthesia for Nitrous Oxide. Should have high pressure antistatic tubing which is color coded. ---- etc., complete with all lead & lift, as per specifications and as per directions of the Engineer in charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge | No | 1652.0 | 1652.0 | 3.0 | False | None | None | False | None | False | 4956.0 | 0 |
|
|
|---|