| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1726557300000 | 0 | None | None | Buildings | Civil Work | 19604642.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4012802 | 155412 | None | 2.5.b | 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 In area of thorny jungle Item No. 2.5.b (Vol.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | 100 Sqm | 508.2 | 508.2 | 16.72 | False | None | None | False | None | False | 8497.104 | 0 | | 4012803 | 155412 | None | 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. Item no 1.12 (vol 1)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 99.75 | 99.75 | 334.4 | False | None | None | False | None | False | 33356.4 | 0 | | 4012804 | 155412 | None | 19.7.3 | Demolishing brick work manually/ by mechanical means including stack-ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar Item no 19.7.3
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 1080.45 | 1080.45 | 6.9 | False | None | None | False | None | False | 7455.105 | 0 | | 4012805 | 155412 | None | 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/m 2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications Item No. 4.1 (vol 2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 123.9 | 123.9 | 1672.0 | False | None | None | False | None | False | 207160.8 | 0 | | 4012806 | 155412 | None | 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 Item no 1.15.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 381.15 | 381.15 | 535.82 | False | None | None | False | None | False | 204227.793 | 0 | | 4012807 | 155412 | None | 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 In all kinds of soils Depth upto 3 m Item no 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 107.1 | 107.1 | 182.65 | False | None | None | False | None | False | 19561.815 | 0 | | 4012808 | 155412 | None | 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 In all kinds of soils Depth upto 3 m Item no 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 107.1 | 107.1 | 1250.24 | False | None | None | False | None | False | 133900.704 | 0 | | 4012809 | 155412 | None | 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Item No.1.10)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 168.0 | 168.0 | 1161.54 | False | None | None | False | None | False | 195138.72 | 0 | | 4012810 | 155412 | None | 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(Item No.2.1.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6288.45 | 6288.45 | 190.83 | False | None | None | False | None | False | 1200024.9135 | 0 | | 4012811 | 155412 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Item No.5.4) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6708.45 | 6708.45 | 127.92 | False | None | None | False | None | False | 858144.924 | 0 | | 4012812 | 155412 | None | 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 Item no 2.2.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6852.38 | 6852.38 | 466.18 | False | None | None | False | None | False | 3194442.5084 | 0 | | 4012813 | 155412 | None | 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 Item no 2.2.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 11309.76 | 11309.76 | 22.22 | False | None | None | False | None | False | 251302.8672 | 0 | | 4012814 | 155412 | None | 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 Item no 2.2.3
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 9979.2 | 9979.2 | 28.34 | False | None | None | False | None | False | 282810.528 | 0 | | 4012815 | 155412 | None | 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 Item no 2.5.2 (vol 2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 12214.76 | 12214.76 | 33.32 | False | None | None | False | None | False | 406995.8032 | 0 | | 4012816 | 155412 | None | 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 Item no 2.5.2 (vol 2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 11496.24 | 11496.24 | 64.35 | False | None | None | False | None | False | 739783.044 | 0 | | 4012817 | 155412 | None | 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 Item no 2.5.2 (vol 2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 10777.73 | 10777.73 | 95.2 | False | None | None | False | None | False | 1026039.896 | 0 | | 4012818 | 155412 | None | 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 Item no 2.5.2 (vol 2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 10418.47 | 10418.47 | 1.09 | False | None | None | False | None | False | 11356.1323 | 0 | | 4012819 | 155412 | None | 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 (Item No.2.11.a)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Tonne | 93929.85 | 93929.85 | 71.28 | False | None | None | False | None | False | 6695319.708 | 0 | | 4012820 | 155412 | None | 8.16.1 | Providing and fixing suitable Plaster mesh 150mm wide 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. (Item No.8.16.1)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 39.9 | 39.9 | 846.0 | False | None | None | False | None | False | 33755.4 | 0 | | 4012821 | 155412 | None | 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 (Item No.6.32)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 1375.5 | 1375.5 | 355.69 | False | None | None | False | None | False | 489251.595 | 0 | | 4012822 | 155412 | None | 6.33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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 Item No. 6.33
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 1292.55 | 1292.55 | 161.42 | False | None | None | False | None | False | 208643.421 | 0 | | 4012823 | 155412 | None | 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. Item no 12.13.1 vol 2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 103755.75 | 103755.75 | 0.83 | False | None | None | False | None | False | 86117.2725 | 0 | | 4012824 | 155412 | None | 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. Item No. 12.51
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 1066.8 | 1066.8 | 8.0 | False | None | None | False | None | False | 8534.4 | 0 | | 4012825 | 155412 | None | 12.57.5 | 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 one side teak and one side commercial Item no 12.57.5
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 4091.85 | 4091.85 | 31.47 | False | None | None | False | None | False | 128770.5195 | 0 | | 4012826 | 155412 | None | 11.34B | 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 openings /wooden frames with rawl plugs screws etc. Item No. 11.34B
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Kgs | 192.15 | 192.15 | 715.05 | False | None | None | False | None | False | 137396.8575 | 0 | | 4012827 | 155412 | None | 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) Item No. 12.90
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 7070.7 | 7070.7 | 34.05 | False | None | None | False | None | False | 240757.335 | 0 | | 4012828 | 155412 | None | 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. Item No. 8.2.2 Page No. 41
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 292.95 | 292.95 | 66.89 | False | None | None | False | None | False | 19595.4255 | 0 | | 4012829 | 155412 | None | 8.7 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.Item no 8.7
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 384.3 | 384.3 | 900.82 | False | None | None | False | None | False | 346185.126 | 0 | | 4012830 | 155412 | None | 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. Item No. 8.2.1
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 309.75 | 309.75 | 547.32 | False | None | None | False | None | False | 169532.37 | 0 | | 4012831 | 155412 | None | 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. Item No. 11.28
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Kgs | 593.25 | 593.25 | 1147.5 | False | None | None | False | None | False | 680754.375 | 0 | | 4012832 | 155412 | None | 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 Item No. 9.32
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 2711.1 | 2711.1 | 49.5 | False | None | None | False | None | False | 134199.45 | 0 | | 4012833 | 155412 | None | 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge Item No. 10.2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Rmtr | 344.4 | 344.4 | 228.7 | False | None | None | False | None | False | 78764.28 | 0 | | 4012834 | 155412 | None | 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.Item no 9.24
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 2994.6 | 2994.6 | 126.66 | False | None | None | False | None | False | 379296.036 | 0 | | 4012835 | 155412 | None | 9.12.2 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Item No. 9.12.2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 1202.25 | 1202.25 | 158.29 | False | None | None | False | None | False | 190304.1525 | 0 | | 4012836 | 155412 | None | 9.9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. Item No. 9.9
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 1129.8 | 1129.8 | 11.5 | False | None | None | False | None | False | 12992.7 | 0 | | 4012837 | 155412 | None | 9.38 | Providing skirting, dadooing, rises of steps with white 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. Item No. 9.38
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 1461.6 | 1461.6 | 66.89 | False | None | None | False | None | False | 97766.424 | 0 | | 4012838 | 155412 | None | 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture 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. Item No. 8.33.3
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 145.95 | 145.95 | 34.05 | False | None | None | False | None | False | 4969.5975 | 0 | | 4012839 | 155412 | None | 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Item no. 8.33.2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 144.9 | 144.9 | 36.86 | False | None | None | False | None | False | 5341.014 | 0 | | 4012840 | 155412 | None | 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. Item No. 8.51
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 105.0 | 105.0 | 1417.94 | False | None | None | False | None | False | 148883.7 | 0 | | 4012841 | 155412 | None | 8.55.2 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. Item no. 8.55.2 pg. 51
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 55.65 | 55.65 | 1965.26 | False | None | None | False | None | False | 109366.719 | 0 | | 4012842 | 155412 | None | 8.53.2 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Item no. 8.53.2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 103.95 | 103.95 | 1417.94 | False | None | None | False | None | False | 147394.863 | 0 | | 4012843 | 155412 | None | 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. Item No. 8.30
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 182.7 | 182.7 | 547.32 | False | None | None | False | None | False | 99995.364 | 0 | | 4012844 | 155412 | None | 12.76.1 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Item No. 12.76.1
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 456.75 | 456.75 | 25.0 | False | None | None | False | None | False | 11418.75 | 0 | | 4012845 | 155412 | None | 12.75.1 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Item No. 12.75.1
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 288.75 | 288.75 | 50.0 | False | None | None | False | None | False | 14437.5 | 0 | | 4012846 | 155412 | None | 12.79.1 | Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Item No. 12.79.1
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 261.45 | 261.45 | 10.0 | False | None | None | False | None | False | 2614.5 | 0 | | 4012847 | 155412 | None | 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 Item NO. 22.15.4
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 393.75 | 393.75 | 10.0 | False | None | None | False | None | False | 3937.5 | 0 | | 4012848 | 155412 | None | 20.28 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete Item No. 20.28
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 247.8 | 247.8 | 10.0 | False | None | None | False | None | False | 2478.0 | 0 | | 4012849 | 155412 | None | 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Item No. 7.38
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 596.4 | 596.4 | 18.0 | False | None | None | False | None | False | 10735.2 | 0 | | 4012850 | 155412 | None | 11.16.3 | 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. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Item NO. 11.16.3
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Kgs | 128.1 | 128.1 | 360.0 | False | None | None | False | None | False | 46116.0 | 0 | | 4012851 | 155412 | None | 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 Item no 2.5.1 (vol 2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 11834.55 | 11834.55 | 6.66 | False | None | None | False | None | False | 78818.103 | 0 |
| | 1726557300000 | 0 | None | None | Buildings | Water supply and Sanitary work | 616226.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4012852 | 155413 | None | 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 Item No. 14.3.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 6275.85 | 6275.85 | 1.0 | False | None | None | False | None | False | 6275.85 | 0 | | 4012853 | 155413 | None | 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 Item no 14.4.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 4676.7 | 4676.7 | 2.0 | False | None | None | False | None | False | 9353.4 | 0 | | 4012854 | 155413 | None | 13.59 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Item no 13.59 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 231.0 | 231.0 | 2.0 | False | None | None | False | None | False | 462.0 | 0 | | 4012855 | 155413 | None | 14.28.1.1 | Providing and fixing P.V.C. waste pipe for sink or wash basin including
P.V.C. waste fittings complete.Semi rigid pipe 32 mm dia Item no 14.28.1.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 79.8 | 79.8 | 8.0 | False | None | None | False | None | False | 638.4 | 0 | | 4012856 | 155413 | None | 14.8 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings Item.no.14.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 1494.15 | 1494.15 | 5.0 | False | None | None | False | None | False | 7470.75 | 0 | | 4012857 | 155413 | None | 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 Item No. 14.10.1.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 5898.9 | 5898.9 | 3.0 | False | None | None | False | None | False | 17696.7 | 0 | | 4012858 | 155413 | None | 14.32.2 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm Item.no.14.32.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 1068.9 | 1068.9 | 5.0 | False | None | None | False | None | False | 5344.5 | 0 | | 4012859 | 155413 | None | 14.40.2 | 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. Item.no.14.40.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 520.8 | 520.8 | 2.0 | False | None | None | False | None | False | 1041.6 | 0 | | 4012860 | 155413 | None | 13.13 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 g. Item.no.13.13
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 888.3 | 888.3 | 10.0 | False | None | None | False | None | False | 8883.0 | 0 | | 4012861 | 155413 | None | 13.22.1.1 | Providing and fixing PTMT grating of approved quality and colour. Item.no.13.22.1.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 43.05 | 43.05 | 10.0 | False | None | None | False | None | False | 430.5 | 0 | | 4012862 | 155413 | None | 13.31.1 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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. Exposed on wall 15 mm nominal dia pipes,Item no. 13.31.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 191.1 | 191.1 | 50.0 | False | None | None | False | None | False | 9555.0 | 0 | | 4012863 | 155413 | None | 13.31.2 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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.Exposed on wall 20 mm nominal dia pipes ,Item no. 13.31.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 254.1 | 254.1 | 50.0 | False | None | None | False | None | False | 12705.0 | 0 | | 4012864 | 155413 | None | 13.33.3 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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.Exposed on wall 25 mm nominal dia pipes ,Item no. 13.33.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 310.8 | 310.8 | 50.0 | False | None | None | False | None | False | 15540.0 | 0 | | 4012865 | 155413 | None | 13.31.4 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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.Exposed on wall 32 mm nominal dia pipes Item no. 13.31.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 420.0 | 420.0 | 50.0 | False | None | None | False | None | False | 21000.0 | 0 | | 4012866 | 155413 | None | 13.32.1 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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. concrealed work, including cutting and making good the walls etc. 15 mm nominal dia pipes ,Item no. 13.32.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | | 4012867 | 155413 | None | 13.32.2 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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. concrealed work, including cutting and making good the walls etc.20 mm nominal dia pipes ,Item no. 13.32.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 397.95 | 397.95 | 50.0 | False | None | None | False | None | False | 19897.5 | 0 | | 4012868 | 155413 | None | 13.32.3 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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. concrealed work, including cutting and making good the walls etc.25 mm nominal dia pipes Item no. 13.32.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 500.85 | 500.85 | 50.0 | False | None | None | False | None | False | 25042.5 | 0 | | 4012869 | 155413 | None | 13.32.4 | Providing and fixing Chlorinated Polyvinly chloride (CPVC) pipes, having termal stability for hot and cold water supply, including all CPVC palin & brass threaded fittings, including fixing the pipe with clamps at 1.00m 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. concrealed work, including cutting and making good the walls etc.32 mm nominal dia pipes Item no. 13.32.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 584.85 | 584.85 | 25.0 | False | None | None | False | None | False | 14621.25 | 0 | | 4012870 | 155413 | None | 13.3.2 | Providing and fixing brass stop cock of approved quality Item.no.13.3.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 320.25 | 320.25 | 10.0 | False | None | None | False | None | False | 3202.5 | 0 | | 4012871 | 155413 | None | 13.4.1 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end), 25 mm nominal bore Item.no.13.4.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 576.45 | 576.45 | 10.0 | False | None | None | False | None | False | 5764.5 | 0 | | 4012872 | 155413 | None | 13.4.2 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end), 32 mm nominal bore Item.no.13.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 627.9 | 627.9 | 10.0 | False | None | None | False | None | False | 6279.0 | 0 | | 4012873 | 155413 | None | 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 Item.no.1.4.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 254.1 | 254.1 | 36.0 | False | None | None | False | None | False | 9147.6 | 0 | | 4012874 | 155413 | None | 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Item.no.1.10 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 168.0 | 168.0 | 36.0 | False | None | None | False | None | False | 6048.0 | 0 | | 4012875 | 155413 | None | 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 Item No. 10.1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 431.55 | 431.55 | 80.0 | False | None | None | False | None | False | 34524.0 | 0 | | 4012876 | 155413 | None | 10.1.9 | 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 160mm dia., 6 kg/sqcm & class 3 Item No. 10.1.9 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 648.9 | 648.9 | 100.0 | False | None | None | False | None | False | 64890.0 | 0 | | 4012877 | 155413 | None | 13.34A | Provoiding and fixing rectabgular high density polythylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fitting for tank shall be paid separately. Item No. 13.34A ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | l | 9.45 | 9.45 | 3000.0 | False | None | None | False | None | False | 28350.0 | 0 | | 4012878 | 155413 | None | 16.10 | Constructing brick masonry chamber of internal dimension 450x450mm 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 xing CI cover & frame etc. excluding the cost of CI frame and cover Item No. 16.10 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 4447.8 | 4447.8 | 15.0 | False | None | None | False | None | False | 66717.0 | 0 | | 4012879 | 155413 | None | 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 xing CI cover & frame etc. excluding the cost of CI frame and cover. Item No. 16.9 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 5726.7 | 5726.7 | 8.0 | False | None | None | False | None | False | 45813.6 | 0 | | 4012880 | 155413 | None | 16.15.3 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de- watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specications and for the following diameters and depth etc. for 1.2mm dia Circ. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.2 M depth & SFRC cover & frame Item.no. 16.15.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 32938.5 | 32938.5 | 2.0 | False | None | None | False | None | False | 65877.0 | 0 | | 4012881 | 155413 | None | 16.15.6 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de- watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Circ. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame Item No. 16.15.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 40300.05 | 40300.05 | 1.0 | False | None | None | False | None | False | 40300.05 | 0 | | 4012882 | 155413 | None | 16.15.9 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de- watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Circ. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.8M depth & SFRC cover & frame Item No. 16.15.9 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 47132.4 | 47132.4 | 1.0 | False | None | None | False | None | False | 47132.4 | 0 |
| | 1726557300000 | 0 | None | None | Buildings | Borewell | 449226.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4012883 | 155414 | None | 12.4 | Geophysical investigation at site for sinking borewells for supplying 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, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing 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 technical 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 20 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 Rs. 100/- is to be deducted for Dry Borewell towards yield test. Item no. 12.4
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 5552.4 | 5552.4 | 2.0 | False | None | None | False | None | False | 11104.8 | 0 | | 4012884 | 155414 | None | 12.1.1 | 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) 0.00 to 50.00M
Item No. 12.1.1
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 4012885 | 155414 | None | 12.1.2 | 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) above 50m to 100.00M Item No. 12.1.2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 4012886 | 155414 | None | 12.1.3 | 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) above 100m to 150.00M Item No. 12.1.3
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | | 4012887 | 155414 | None | 12.1.4 | 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) above 150m to 200.00M Item No. 12.1.4
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 600.6 | 600.6 | 50.0 | False | None | None | False | None | False | 30030.0 | 0 | | 4012888 | 155414 | None | 12.1.5 | 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) above 200m to 250.00M Item No. 12.1.5
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 704.55 | 704.55 | 50.0 | False | None | None | False | None | False | 35227.5 | 0 | | 4012889 | 155414 | None | 12.1.6 | 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) above 250m to 300.00M Item No. 12.1.6
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 777.0 | 777.0 | 50.0 | False | None | None | False | None | False | 38850.0 | 0 | | 4012890 | 155414 | None | 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 and latest ammendments, electrical resistance welded steel tubes, material 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 fixed 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. Item no. 12.32
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Rmtr | 2029.65 | 2029.65 | 50.0 | False | None | None | False | None | False | 101482.5 | 0 | | 4012891 | 155414 | None | 12.34 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness 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 including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge Item No. 12.34
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 4012892 | 155414 | None | 13.4.4 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 50 mm nominal bore Item No. 13.4.4
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 897.75 | 897.75 | 1.0 | False | None | None | False | None | False | 897.75 | 0 | | 4012893 | 155414 | None | 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 com plete as per direction of Engineer in Charge. External work 80 mm nominal dia Pipes Item No. 13.33.8
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 1882.65 | 1882.65 | 15.0 | False | None | None | False | None | False | 28239.75 | 0 | | 4012894 | 155414 | None | 11.3.6 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Heavy Duty GI pipe of 50mm dia Item No. 11.3.6
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 712.95 | 712.95 | 80.0 | False | None | None | False | None | False | 57036.0 | 0 | | 4012895 | 155414 | None | 11.6.6 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 50 mm dia GI collar: Item No. 11.6.6
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 280.35 | 280.35 | 15.0 | False | None | None | False | None | False | 4205.25 | 0 | | 4012896 | 155414 | None | 13.40.8 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 7.5 HP, size 65x50 Head 46M, Discharge 360 LPM Item No. 13.40.8
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 36907.5 | 36907.5 | 1.0 | False | None | None | False | None | False | 36907.5 | 0 | | 4012897 | 155414 | None | 13.46 | Providing and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments. Item No. 13.46
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 590.1 | 590.1 | 60.0 | False | None | None | False | None | False | 35406.0 | 0 |
| | 1726557300000 | 0 | None | None | Buildings | Electrification | 2019101.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4012898 | 155415 | None | 1.2.2 | Concealed Conduit System Supplying heavy PVC condiuit pipe ……mm dia ......mm thick confirming to IS 2509 woth 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.(Vol-6 P.No 2 SL No 1.2.2) 25mm dia 2mm thick ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Mtr | 81.9 | 81.9 | 900.0 | False | None | None | False | None | False | 73710.0 | 0 | | 4012899 | 155415 | None | 1.3.2 | Supplying heavy gauge PVC Conduit Pipe ….dia …..mm thick with suitable size bends, metal junction boxes adhesive paste etx., by groove cutting in the wall and fixing by using 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. (Vol-6 P.No 2 SL No 1.3.2) 25mm dia 2mm thick ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Mtr | 82.95 | 82.95 | 400.0 | False | None | None | False | None | False | 33180.0 | 0 | | 4012900 | 155415 | None | 1.5.2 | Supplying and fixing PVC/metal conduit accessories.(Vol-6 P.No 3 SL No 1.5.2)deep junction box 25mm junction box ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 58.8 | 58.8 | 100.0 | False | None | None | False | None | False | 5880.0 | 0 | | 4012901 | 155415 | None | 3.4.3 | Supplying and flush mounting powder coated metal / galvanised 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 (Vol-6 P.No 8 SL No 3.4.3 ) 4Way ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 185.85 | 185.85 | 26.0 | False | None | None | False | None | False | 4832.1 | 0 | | 4012902 | 155415 | None | 3.4.6 | Supplying and flush mounting powder coated metal / galvanised 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 (Vol-6 P.No 8 SL No 3.4.6)10-12Way ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 334.95 | 334.95 | 76.0 | False | None | None | False | None | False | 25456.2 | 0 | | 4012903 | 155415 | None | 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.(Vol-6 P.No 8 SL No 3.5.3) 4 Module ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 183.75 | 183.75 | 26.0 | False | None | None | False | None | False | 4777.5 | 0 | | 4012904 | 155415 | None | 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.(Vol-6 P.No 8 SL No 3.5.6)10-12Moudule
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 361.2 | 361.2 | 76.0 | False | None | None | False | None | False | 27451.2 | 0 | | 4012905 | 155415 | None | 3.6.1 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293. (Vol-6 P.No 9 SL No 3.6.1) 6Amps one way.
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 107.1 | 107.1 | 345.0 | False | None | None | False | None | False | 36949.5 | 0 | | 4012906 | 155415 | None | 3.6.3 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9 SL No 3.6.3)6A Three Way socket
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 179.55 | 179.55 | 100.0 | False | None | None | False | None | False | 17955.0 | 0 | | 4012907 | 155415 | None | 3.6.4 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 Vol-6 P.No 9 SL No 3.6.4) Stepped Fan Regulator Two Module
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 374.85 | 374.85 | 64.0 | False | None | None | False | None | False | 23990.4 | 0 | | 4012908 | 155415 | None | 3.6.9 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9 SL No 3.6.9) 32A DP Switch
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 342.3 | 342.3 | 12.0 | False | None | None | False | None | False | 4107.6 | 0 | | 4012909 | 155415 | None | 3.6.10 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9 SL No3.6.10) 6/16A Universal Socket
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 274.8 | 274.8 | 12.0 | False | None | None | False | None | False | 3297.6 | 0 | | 4012910 | 155415 | None | 1.12 | Supplyin and Fixing Metal Fan Box with Round Hook.(Vol-6 P.No 4 SL No 1.12)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 168.0 | 168.0 | 64.0 | False | None | None | False | None | False | 10752.0 | 0 | | 4012911 | 155415 | None | 2.2.1 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(Vol-6 P.No 5 SL No 2.2.1) Short point up to 3Mtr from tapping point to out let via switch
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Point | 282.45 | 282.45 | 82.0 | False | None | None | False | None | False | 23160.9 | 0 | | 4012912 | 155415 | None | 2.2.2 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(Vol-6 P.No 5 SL No 2.2.2) Medium point above 3mtr up to 6Mtr from tapping point to out let via switch
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Point | 397.95 | 397.95 | 80.0 | False | None | None | False | None | False | 31836.0 | 0 | | 4012913 | 155415 | None | 2.2.3 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(Vol-6 P.No 5 SL No 2.2.3) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Point | 582.75 | 582.75 | 83.0 | False | None | None | False | None | False | 48368.25 | 0 | | 4012914 | 155415 | None | 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 (Vol-6 P.No5 SL No 2.3.2) 1.5 mm2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 27.3 | 27.3 | 2000.0 | False | None | None | False | None | False | 54600.0 | 0 | | 4012915 | 155415 | None | 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 (Vol-6 P.No5 SL No 2.3.3) 2.5 mm2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 44.1 | 44.1 | 4000.0 | False | None | None | False | None | False | 176400.0 | 0 | | 4012916 | 155415 | None | 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 . (Vol-6 P.No5 SL No2.3.4)4 mm2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 66.15 | 66.15 | 500.0 | False | None | None | False | None | False | 33075.0 | 0 | | 4012917 | 155415 | None | 3.10.2 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws.(Vol-6 P.No 9 SL No 3.10.2) 90mm
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 15.75 | 15.75 | 100.0 | False | None | None | False | None | False | 1575.0 | 0 | | 4012918 | 155415 | None | 5.18.4 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. (Vol-6 P.No 17 SL No 5.18.4)6-32 Amps DP
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 775.95 | 775.95 | 24.0 | False | None | None | False | None | False | 18622.8 | 0 | | 4012919 | 155415 | None | 5.18.9 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. (Vol-6 P.No 18 SL No 5.18.9)50-63 Amps TPN
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 3242.4 | 3242.4 | 5.0 | False | None | None | False | None | False | 16212.0 | 0 | | 4012920 | 155415 | None | 5.20.8 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 63 Amps 4 pole (Vol-6 P.No 18 SL No5.20.8)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 5404.35 | 5404.35 | 5.0 | False | None | None | False | None | False | 27021.75 | 0 | | 4012921 | 155415 | None | 5.19.9 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.(Vol-6 P.No 18 SL No 5.19.9 )II- Double Door 12Way SP &N
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 2445.45 | 2445.45 | 2.0 | False | None | None | False | None | False | 4890.9 | 0 | | 4012922 | 155415 | None | 5.19.11 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.( Vol-6 P.No 18 SL No 5.19.11 )III- Double Door 4Way TP &N
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 4239.9 | 4239.9 | 3.0 | False | None | None | False | None | False | 12719.7 | 0 | | 4012923 | 155415 | None | 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- icrcuit/Over Load. ForMicroprocessor MCCBS Facility for segregating Priority andNon-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between frontcover 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 thepoles simultaneously and they shall have a single mechanism. (Vol-6 P.No 17 SL No 5.15.9) FOUR POLE 100Amps 25kA
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 8911.35 | 8911.35 | 4.0 | False | None | None | False | None | False | 35645.4 | 0 | | 4012924 | 155415 | None | 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- icrcuit/Over Load. ForMicroprocessor MCCBS Facility for segregating Priority andNon-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between frontcover 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 thepoles simultaneously and they shall have a single mechanism. (Vol-6 P.No 17 SL No 5.15.13) FOUR POLE 250Amps 25kA
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 22460.55 | 22460.55 | 1.0 | False | None | None | False | None | False | 22460.55 | 0 | | 4012925 | 155415 | None | 5.16 | Supplying and fixing of Shunt trip suitable for MCCB.CBCT (Vol-6 P.No 17 SL No 5.16)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1788.15 | 1788.15 | 1.0 | False | None | None | False | None | False | 1788.15 | 0 | | 4012926 | 155415 | None | 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.(Vol-6 P.No 18 SL No 5.21)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 9717.75 | 9717.75 | 1.0 | False | None | None | False | None | False | 9717.75 | 0 | | 4012927 | 155415 | None | 5.12.5 | Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution)250 A (15/5.12.5)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 22874.25 | 22874.25 | 1.0 | False | None | None | False | None | False | 22874.25 | 0 | | 4012928 | 155415 | None | 5.35 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter.(Vol-6 P.No 19 SL No 5.35)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 5990.25 | 5990.25 | 1.0 | False | None | None | False | None | False | 5990.25 | 0 | | 4012929 | 155415 | None | 5.42.3 | 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.18SWG(Vol-6 P.No 19 SL No 5.42.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sq CM | 0.4 | 0.4 | 150000.0 | False | None | None | False | None | False | 60000.0 | 0 | | 4012930 | 155415 | None | 5.41.2 | Supplying and fixing angle iron frame work fabricated 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(Vol-6 P.No 19 SL No 5.41.2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 414.75 | 414.75 | 2.0 | False | None | None | False | None | False | 829.5 | 0 | | 4012931 | 155415 | None | 5.40.1 | Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/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 Aluminium Strips (Vol-6 P.No18 SL No 5.40.1)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 2588.25 | 2588.25 | 10.0 | False | None | None | False | None | False | 25882.5 | 0 | | 4012932 | 155415 | None | 5.40.2 | 250Amps 4x30x10 mm Aluminium Strips (Vol-6 P.No18 SL No 5.40.2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | MT | 3606.75 | 3606.75 | 5.0 | False | None | None | False | None | False | 18033.75 | 0 | | 4012933 | 155415 | None | 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (Vol-6 P.No 14 SL No 5.38)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 540.75 | 540.75 | 3.0 | False | None | None | False | None | False | 1622.25 | 0 | | 4012934 | 155415 | None | 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 (Vol-6 P.No 19 SL No 5.33)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 9780.75 | 9780.75 | 1.0 | False | None | None | False | None | False | 9780.75 | 0 | | 4012935 | 155415 | None | 5.34 | Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. (Vol-6 P.No 19SL No 5.34)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 590.1 | 590.1 | 3.0 | False | None | None | False | None | False | 1770.3 | 0 | | 4012936 | 155415 | None | 12.57 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.(Vol-6 P.No 54 SL No 12.57)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 4468.8 | 4468.8 | 4.0 | False | None | None | False | None | False | 17875.2 | 0 | | 4012937 | 155415 | None | 12.58.2 | GI/Copper strips for grounding connections, using necessary fixing materials as required. (Vol-6 P.No 54 SL No 12.58.2)2 x 3 mm GI Strip
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | MT | 134.4 | 134.4 | 40.0 | False | None | None | False | None | False | 5376.0 | 0 | | 4012938 | 155415 | None | 11.6.3 | Supplying of recess mounting non integral type LED W luminaire comprising of pressure decast/extruded aluminum housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70. efficasy 100 lumen per watt, 120degree beam spread, life 25000 burning hours and Complaince 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 0.95, power loss should 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 acredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.LED modular down light.LED modular down light 2x236 W(Vol-6 P.No 45 SL No 11.6.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 4780.65 | 4780.65 | 18.0 | False | None | None | False | None | False | 86051.7 | 0 | | 4012939 | 155415 | None | 11.6.1 | LED modular down light 1'x1' 18W(Vol-6 P.No 45 SL No 11.6.1)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | No | 3294.9 | 3294.9 | 8.0 | False | None | None | False | None | False | 26359.2 | 0 | | 4012940 | 155415 | None | 11.3.2 | Supplying of . feet - LED PVC Square Batten .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved. 5 years Warranty against any manufacturing defect working under standard electrical condition ( Vol-6 P.No 43 SL No11.3.2)LED light fitting 1 x 4' - 20/22 W
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 724.5 | 724.5 | 120.0 | False | None | None | False | None | False | 86940.0 | 0 | | 4012941 | 155415 | None | 11.3.1 | Supplying of . feet - LED PVC Square Batten .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved. 5 years Warranty against any manufacturing defect working under standard electrical condition (Vol-6 P.No 43 SL No 11.3.1)LED light fighting 1x 2' - 9/10 w
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 578.55 | 578.55 | 13.0 | False | None | None | False | None | False | 7521.15 | 0 | | 4012942 | 155415 | None | 6.3.2 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.(30/6.3.2)56" Sweep (1200mm)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 3182.55 | 3182.55 | 64.0 | False | None | None | False | None | False | 203683.2 | 0 | | 4012943 | 155415 | None | 6.2.1 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300mm)(Vol-6 P.No 30 SL No 6.2.1)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 3117.45 | 3117.45 | 6.0 | False | None | None | False | None | False | 18704.7 | 0 | | 4012944 | 155415 | None | 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. (Vol-6 P.No 56 SL No 13.7.1)On wall / ceiling /Rafter / Girders
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 128.1 | 128.1 | 159.0 | False | None | None | False | None | False | 20367.9 | 0 | | 4012945 | 155415 | None | 13.10 | Fixing a Ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook wisth fan regulator to the existing board together wisth wupplying and fixing 5amps. Ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (Vol-6 P.No 57 SL No 13.10)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 179.55 | 179.55 | 64.0 | False | None | None | False | None | False | 11491.2 | 0 | | 4012946 | 155415 | None | 13.12 | Extra length of GI pipe of class B 19mm dia for down rod. (Vol-6 P.No 57 SL No 13.12)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 206.85 | 206.85 | 64.0 | False | None | None | False | None | False | 13238.4 | 0 | | 4012947 | 155415 | None | 13.14 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with ufficient length of 23 / 0.0076 inch PVC insulated twin core wire.(Vol-6 P.No 57 SL No 13.14)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 516.6 | 516.6 | 6.0 | False | None | None | False | None | False | 3099.6 | 0 | | 4012948 | 155415 | None | 11.8.4 | Supply of LED Streetlight with pressure die cast aluminium housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. 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 Efficiency130lm/w at 1W & Fixture Efficiency 80lm/w with nominal CRI 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 5 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. Suitable for B1/B2 Roads as per IS 1944 Part I & Part II. ( Vol-6 P.No 46 SL No 11.8.4) LED Streetlight 90watts
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 9303.0 | 9303.0 | 12.0 | False | None | None | False | None | False | 111636.0 | 0 | | 4012949 | 155415 | None | 13.2.2 | Supplying and Fixing.mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts ,nuts and wiring using suitable capacity wires. (Vol-6 P.No 56 SL No 13.2.2)Using 32mm dia G.I.pipe
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1359.75 | 1359.75 | 12.0 | False | None | None | False | None | False | 16317.0 | 0 | | 4012950 | 155415 | None | 11.7.3 | Supply of LED pole mounting type post top lantern 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 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting 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 LED Efficiency130 lm/w, nominal CRI 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. (Vol-6 P.No 45 SL No 11.7.3)LED Post Top Lantern with 25/30 watts
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 8108.1 | 8108.1 | 4.0 | False | None | None | False | None | False | 32432.4 | 0 | | 4012951 | 155415 | None | 13.6 | Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wires.(Vol-6 P.No 56 SL No 13.6)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 207.9 | 207.9 | 4.0 | False | None | None | False | None | False | 831.6 | 0 | | 4012952 | 155415 | None | 8.11.1 | Supplying & Fixing of 1mtrs Cat6 Patch Cable. (37/8.11.1) 1 Mtr
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 235.2 | 235.2 | 10.0 | False | None | None | False | None | False | 2352.0 | 0 | | 4012953 | 155415 | None | 8.11.3 | Supplying & Fixing of 1mtrs Cat6 Patch Cable. (37/8.11.3) 3 Mtr
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 347.55 | 347.55 | 4.0 | False | None | None | False | None | False | 1390.2 | 0 | | 4012954 | 155415 | None | 8.1 | Supplying and drawing UTP-CAT 6E LAN cable.(36/8.1)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 39.9 | 39.9 | 1000.0 | False | None | None | False | None | False | 39900.0 | 0 | | 4012955 | 155415 | None | 8.4.2 | Supplying & Fixing of switch mounting rack with power manager & Cable manager. 6U with 450mm depth. (36/8.4.2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 7325.85 | 7325.85 | 1.0 | False | None | None | False | None | False | 7325.85 | 0 | | 4012956 | 155415 | None | 8.5 | Supplying & Fixing of Power strip (36/8.5)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1529.85 | 1529.85 | 1.0 | False | None | None | False | None | False | 1529.85 | 0 | | 4012957 | 155415 | None | 8.8 | Supplying & Fixing of Fan (36/8.8)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1269.45 | 1269.45 | 1.0 | False | None | None | False | None | False | 1269.45 | 0 | | 4012958 | 155415 | None | 8.9.2 | Supplying fixing of Network Switches. 24 Port Gigabyte (manageable)(36/8.9.2)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 43522.5 | 43522.5 | 1.0 | False | None | None | False | None | False | 43522.5 | 0 | | 4012959 | 155415 | None | 8.9.11 | Supplying fixing of Network Switches. 16 Port 10/100/1000 Switch (36/8.9.11)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 6762.0 | 6762.0 | 1.0 | False | None | None | False | None | False | 6762.0 | 0 | | 4012960 | 155415 | None | 8.10.1 | Supplying & fixing of I/O socket eith back box(36/8.10.1) Single I/O
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 514.5 | 514.5 | 10.0 | False | None | None | False | None | False | 5145.0 | 0 | | 4012961 | 155415 | None | 8.12.5 | Supplying & Fixing of Patch panel for LAN cabling. 24 Port 10/100/1000 patch panel (37/8.12.5)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 8295.0 | 8295.0 | 1.0 | False | None | None | False | None | False | 8295.0 | 0 | | 4012962 | 155415 | None | 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 (ESCOM P.No.13/ SL No 210/ 32.14) 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Km | 391875.75 | 391875.75 | 0.1 | False | None | None | False | None | False | 39187.575 | 0 | | 4012963 | 155415 | None | 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 (ESCOM P.No 13/ SL No 201/32.05) 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Km | 148934.1 | 148934.1 | 0.05 | False | None | None | False | None | False | 7446.705 | 0 | | 4012964 | 155415 | None | 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 LT Cable 35 to 95 Sqmm (ESCOM P.No 52/SL No 175/21.06)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Km | 32695.95 | 32695.95 | 0.1 | False | None | None | False | None | False | 3269.595 | 0 | | 4012965 | 155415 | None | 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 to 25 Sqmm(ESCOM P.No 52/21.05)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Km | 21930.3 | 21930.3 | 0.05 | False | None | None | False | None | False | 1096.515 | 0 | | 4012966 | 155415 | None | 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work (Vol I P.No 79 SL No 1.5.1) In ordinary/soft rock without blasting upto 1.5 m depth (0.5*0.75*140)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 408.45 | 408.45 | 52.5 | False | None | None | False | None | False | 21443.625 | 0 | | 4012967 | 155415 | None | 11.3.6 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete.(Vol -5 Water Supply P.No 128 SL No 11.3.6) Heavy Duty GI pipe of 50mm dia
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 712.95 | 712.95 | 10.0 | False | None | None | False | None | False | 7129.5 | 0 | | 4012968 | 155415 | None | 13.40.5 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments ( Vol -5 Water Supply SR P.No 157/13.40.5 )5 HP, size 50x40 Head 46M, Discharge 174 LPM
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 27737.85 | 27737.85 | 1.0 | False | None | None | False | None | False | 27737.85 | 0 | | 4012969 | 155415 | None | 13.11.5 | Providing,supplying to work site, 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 pecifications,as per necessary ammendments and instructions of engineer incharge of work. 3.00 HP - 90 LPM @ 66 m = 6 STG Outlet Dia - 2.00 ( Vol -5 Water Supply SR 151/13.11.5 )
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 29518.65 | 29518.65 | 1.0 | False | None | None | False | None | False | 29518.65 | 0 | | 4012970 | 155415 | None | 5.2.1 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contractors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor. .( Vol-6 P.No14/5.2.1 ) Upto 12.5 HP
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 7827.75 | 7827.75 | 2.0 | False | None | None | False | None | False | 15655.5 | 0 | | 4012971 | 155415 | None | 2.6.1 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A( Vol-6 P.No7/2.6.1) 3C X 2.5Sq.mm
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | m | 122.85 | 122.85 | 120.0 | False | None | None | False | None | False | 14742.0 | 0 | | 4012972 | 155415 | None | 13.6.2.2 | Providing and fixing gun metal non- return valve of approved quality (screwed end) 32 mm nominal bore ( Civil SR V-2/ 191/13.6.2.2 )
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 971.25 | 971.25 | 2.0 | False | None | None | False | None | False | 1942.5 | 0 | | 4012973 | 155415 | None | 13.34 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work ( Water Supply SR 207/13.34)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | | 4012974 | 155415 | None | 2.62.4 | Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer)pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge. PN - 16 Pipe,SDR 7.4- 32 mm OD(Water Supply 86/2.62.4)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 362.25 | 362.25 | 60.0 | False | None | None | False | None | False | 21735.0 | 0 | | 4012975 | 155415 | None | 15.17 | Providing 6 Kg Fire Extinguisher for Lite metal fires SPM-TEC. Providing 6kg SPM-TEC Powder Based stored presure type melting point at 600-650 degree C, Applicable on Class D metal fires in Magnesium, Aluminium, Zinc, Sodium Potassium, Francium, Lithium, Cesium, Pressure Guage, Gross weight Gross Weight 9.4Kg, empty weight 3.4 Kg, Can Height 480 MM, Diameter 160 M M, Discharge Time less than 16 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, Can construction : Deep drawn & Co. , Mig welded, valve Construciton CE Approved : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy Polyster power coating, Sheet metal thickness: 1.60 M M, 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 ( I.No. 15.17, P.No. 66, Vol-6 of PWD Ele SR 2023-24)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 8505.0 | 8505.0 | 12.0 | False | None | None | False | None | False | 102060.0 | 0 | | 4012976 | 155415 | None | 15.113 | Supplying of Hand gloves. Complete ( I.No. 15.113 P.No. 93, Vol-6 of PWD Ele SR 2023-24)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1023.75 | 1023.75 | 2.0 | False | None | None | False | None | False | 2047.5 | 0 | | 4012977 | 155415 | None | 15.114 | Supplying of first aid box. complete( I.No. 15.114 P.No. 93, Vol-6 of PWD Ele SR 2023-24)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 630.0 | 630.0 | 2.0 | False | None | None | False | None | False | 1260.0 | 0 | | 4012978 | 155415 | None | 15.112 | Supplying of two bucket stand alongwith buckets. complete( I.No. 15.112 P.No. 93, Vol-6 of PWD Ele SR 2023-24)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1155.0 | 1155.0 | 1.0 | False | None | None | False | None | False | 1155.0 | 0 | | 4012979 | 155415 | None | code01 | Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 1995.0 | 1995.0 | 1.0 | False | None | None | False | None | False | 1995.0 | 0 |
| | 1726557300000 | 0 | None | None | Buildings | Sump work | 303380.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4012980 | 155416 | None | 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 In all kinds of soils Depth upto 3 m Item no 1.14.1
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 107.1 | 107.1 | 53.62 | False | None | None | False | None | False | 5742.702 | 0 | | 4012981 | 155416 | None | 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(Item No.2.1.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6477.1 | 6477.1 | 2.36 | False | None | None | False | None | False | 15285.956 | 0 | | 4012982 | 155416 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 (Item No.2.4.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6852.38 | 6852.38 | 4.72 | False | None | None | False | None | False | 32343.2336 | 0 | | 4012983 | 155416 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 (Item No.2.4.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 7318.08 | 7318.08 | 5.76 | False | None | None | False | None | False | 42152.1408 | 0 | | 4012984 | 155416 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 (Item No.2.4.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 9979.2 | 9979.2 | 2.28 | False | None | None | False | None | False | 22752.576 | 0 | | 4012985 | 155416 | None | 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 (Item No.2.11.a)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Tonne | 93929.85 | 93929.85 | 1.53 | False | None | None | False | None | False | 143712.6705 | 0 | | 4012986 | 155416 | None | 8.6.2 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 directions of Engineer-in-charge.(Item No. 8.6.2 )
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 450.45 | 450.45 | 84.54 | False | None | None | False | None | False | 38081.043 | 0 | | 4012987 | 155416 | None | 8.12 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. (Item No. 8.12)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Kgs | 67.2 | 67.2 | 18.6 | False | None | None | False | None | False | 1249.92 | 0 | | 4012988 | 155416 | None | 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.Item no 18.3 (vol 5)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Each | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 |
| | 1726557300000 | 0 | None | None | Buildings | Compound Wall | 1083857.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4012989 | 155417 | None | 1.14.11.14.1 | 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. In all kinds of soils Depth upto 3 m. (Item No. 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 107.1 | 107.1 | 79.87 | False | None | None | False | None | False | 8554.077 | 0 | | 4012990 | 155417 | None | 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Item No.1.10)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 168.0 | 168.0 | 43.77 | False | None | None | False | None | False | 7353.36 | 0 | | 4012991 | 155417 | None | 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(Item No.2.1.3)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6288.45 | 6288.45 | 15.98 | False | None | None | False | None | False | 100489.431 | 0 | | 4012992 | 155417 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Item No.5.4)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6708.45 | 6708.45 | 63.9 | False | None | None | False | None | False | 428669.955 | 0 | | 4012993 | 155417 | None | 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 Item no 2.2.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Cum | 6852.38 | 6852.38 | 6.39 | False | None | None | False | None | False | 43786.7082 | 0 | | 4012994 | 155417 | None | 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 (Item No.2.11.a)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Tonne | 93929.85 | 93929.85 | 0.64 | False | None | None | False | None | False | 60115.104 | 0 | | 4012995 | 155417 | None | 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 (Item No.6.32)
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 1375.5 | 1375.5 | 119.08 | False | None | None | False | None | False | 163794.54 | 0 | | 4012996 | 155417 | None | 11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in
built up sections, trusses and framed work, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all
complete including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in Charge.Item no 11.2
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Kgs | 118.65 | 118.65 | 913.0 | False | None | None | False | None | False | 108327.45 | 0 | | 4012997 | 155417 | None | 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. Item No. 8.8
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 389.55 | 389.55 | 280.2 | False | None | None | False | None | False | 109151.91 | 0 | | 4012998 | 155417 | None | 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture 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. Item No. 8.33.3
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 145.95 | 145.95 | 16.6 | False | None | None | False | None | False | 2422.77 | 0 | | 4012999 | 155417 | None | 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. Item No. 8.30
---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work | Sqm | 182.7 | 182.7 | 280.2 | False | None | None | False | None | False | 51192.54 | 0 |
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