| 3455809 | 123045 | None | Item1.12Vol1PNo8 | 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. In all kinds of soils upto 300 mm depth ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 112.1 | 112.1 | 30.0 | False | None | None | False | None | False | 3363.0 | 0 |
| 3455810 | 123045 | None | Item1.14.1Vol1PNo8 | 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 3m ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 120.36 | 120.36 | 97.36 | False | None | None | False | None | False | 11718.2496 | 0 |
| 3455811 | 123045 | None | Item4.1Vol2PNo5 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 139.24 | 139.24 | 85.55 | False | None | None | False | None | False | 11911.982 | 0 |
| 3455812 | 123045 | None | Item 1.23Vol1PNo11 | KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including handpacking, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3164.76 | 3164.76 | 14.34 | False | None | None | False | None | False | 45382.6584 | 0 |
| 3455813 | 123045 | None | Item2.1.3Vol1PNo15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7067.02 | 7067.02 | 14.34 | False | None | None | False | None | False | 101341.0668 | 0 |
| 3455814 | 123045 | None | Item2.2.3Vol1PNo15 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7476.48 | 7476.48 | 23.91 | False | None | None | False | None | False | 178762.6368 | 0 |
| 3455815 | 123045 | None | Item N ADDM SLN1Vol1PNo111 | Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-111 (@8% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 598.12 | 598.12 | 23.91 | False | None | None | False | None | False | 14301.0492 | 0 |
| 3455816 | 123045 | None | Item2.3.2Vol1PNo16 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7646.4 | 7646.4 | 5.22 | False | None | None | False | None | False | 39914.208 | 0 |
| 3455817 | 123045 | None | Item No Addm SLN9Vol1PNo111 | Additional for formwork, Centering & Scaffolding for Sl No 9: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5352.48 | 5352.48 | 5.22 | False | None | None | False | None | False | 27939.9456 | 0 |
| 3455818 | 123045 | None | Item1.9Vol1PNo7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 313.88 | 313.88 | 69.54 | False | None | None | False | None | False | 21827.2152 | 0 |
| 3455819 | 123045 | None | Item1.8Vol1PNo7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there off ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 559.32 | 559.32 | 58.39 | False | None | None | False | None | False | 32658.6948 | 0 |
| 3455820 | 123045 | None | Item2.4.1Vol1PNo17 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7556.72 | 7556.72 | 1.07 | False | None | None | False | None | False | 8085.6904 | 0 |
| 3455821 | 123045 | None | Item5.4Vol2PNo9 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7539.02 | 7539.02 | 2.03 | False | None | None | False | None | False | 15304.2106 | 0 |
| 3455822 | 123045 | None | Item2.5.2Vol1PNo17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 8074.74 | 8074.74 | 24.4 | False | None | None | False | None | False | 197023.656 | 0 |
| 3455823 | 123045 | None | ItemAddm-SLN9Vol1PNo111 | Additional for formwork, Centering & Scaffolding for Sl No9 : Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5652.3 | 5652.3 | 4.21 | False | None | None | False | None | False | 23796.183 | 0 |
| 3455824 | 123045 | None | Item NAddm-14Vol1PN112 | Additional for formwork, Centering & Scaffolding for Sl No14 : beam & lintels As per Appendix-I in Volume-1 of page No.-112 (@60% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4844.84 | 4844.84 | 4.54 | False | None | None | False | None | False | 21995.5736 | 0 |
| 3455825 | 123045 | None | ItemAddmSL19Vol1PNo112 | Additional for formwork, Centering & Scaffolding for Sl No 19: Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-112(@45% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3633.63 | 3633.63 | 0.18 | False | None | None | False | None | False | 654.0534 | 0 |
| 3455826 | 123045 | None | ItemAddm-SLN15Vol1PN112 | Additional for formwork, Centering & Scaffolding for Sl No 15: Roof straight As per Appendix-I in Volume-1 of page No.-112 (@50% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4037.37 | 4037.37 | 8.97 | False | None | None | False | None | False | 36215.2089 | 0 |
| 3455827 | 123045 | None | Item2.11AVol2PNo84 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 105.56 | 105.56 | 4003.63 | False | None | None | False | None | False | 422623.1828 | 0 |
| 3455828 | 123045 | None | Item6.8Vol2PNo14 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 9403.42 | 9403.42 | 31.64 | False | None | None | False | None | False | 297524.2088 | 0 |
| 3455829 | 123045 | None | Item6.15Vol2PNo14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1218.94 | 1218.94 | 3.15 | False | None | None | False | None | False | 3839.661 | 0 |
| 3455830 | 123045 | None | Item8.2.1Vol2PNo41 | 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 348.1 | 348.1 | 93.92 | False | None | None | False | None | False | 32693.552 | 0 |
| 3455831 | 123045 | None | Item8.8Vol2PNo42 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 coarse sand) finished rough with sponge 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 437.78 | 437.78 | 141.81 | False | None | None | False | None | False | 62081.5818 | 0 |
| 3455832 | 123045 | None | Item9.34Vol2PNo64 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour,curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1823.1 | 1823.1 | 65.88 | False | None | None | False | None | False | 120105.828 | 0 |
| 3455833 | 123045 | None | Item9.6.1Vol2PNo59 | Providing and laying Chequerred precast cement concrete tiles 22 mmthick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc.complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4coarse sand)Light shade pigment using white cement ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1497.42 | 1497.42 | 13.5 | False | None | None | False | None | False | 20215.17 | 0 |
| 3455834 | 123045 | None | Item11.34BVol2PNo85 | Providing and fixing M.S. grills of required pattern in frames of win- dows 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 215.94 | 215.94 | 206.85 | False | None | None | False | None | False | 44667.189 | 0 |
| 3455835 | 123045 | None | Item11.14.3.1Vol2PNo80 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. | m | 626.58 | 626.58 | 6.6 | False | None | None | False | None | False | 4135.428 | 0 |
| 3455836 | 123045 | None | Item11.4Vol2PNo75 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 6160.78 | 6160.78 | 2.52 | False | None | None | False | None | False | 15525.1656 | 0 |
| 3455837 | 123045 | None | Item11.11.1Vol2PNo77 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 174.64 | 174.64 | 203.0 | False | None | None | False | None | False | 35451.92 | 0 |
| 3455838 | 123045 | None | Item8.51Vol2PNo50 | 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 118.0 | 118.0 | 191.01 | False | None | None | False | None | False | 22539.18 | 0 |
| 3455839 | 123045 | None | Item8.25Vol2PNo45 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 161.66 | 161.66 | 191.01 | False | None | None | False | None | False | 30878.6766 | 0 |
| 3455840 | 123045 | None | Item8.27Vol2PNo45 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 62.54 | 62.54 | 141.81 | False | None | None | False | None | False | 8868.7974 | 0 |
| 3455841 | 123045 | None | Item8.28Vol2PNo45 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 105.02 | 105.02 | 141.81 | False | None | None | False | None | False | 14892.8862 | 0 |
| 3455842 | 123045 | None | Item8.34.3Vol2PNo47 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 59.0 | 59.0 | 9.86 | False | None | None | False | None | False | 581.74 | 0 |
| 3455843 | 123045 | None | Item8.40.Vol2PNo48 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 135.7 | 135.7 | 16.71 | False | None | None | False | None | False | 2267.547 | 0 |
| 3455844 | 123045 | None | Item8.49Vol2PNo49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. | cm | 4.72 | 4.72 | 4000.0 | False | None | None | False | None | False | 18880.0 | 0 |
| 3455845 | 123045 | None | Item8.43Vol2PNo49 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 110.92 | 110.92 | 11.52 | False | None | None | False | None | False | 1277.7984 | 0 |
| 3455846 | 123045 | None | Item15.1Vol2PNo133 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 964.06 | 964.06 | 69.56 | False | None | None | False | None | False | 67060.0136 | 0 |
| 3455847 | 123045 | None | ItemAddm13.48Vol2PN125 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes 100mm diameter. ---- Work should be carried out as per the direction of engineer incharge of work. | m | 343.38 | 343.38 | 7.0 | False | None | None | False | None | False | 2403.66 | 0 |
| 3455848 | 123045 | None | Item No.1.2.1V-6P No.1 | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 77.88 | 77.88 | 15.0 | False | None | None | False | None | False | 1168.2 | 0 |
| 3455849 | 123045 | None | Item No.1.2.2V-6P No.1 | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 92.04 | 92.04 | 15.0 | False | None | None | False | None | False | 1380.6 | 0 |
| 3455850 | 123045 | None | Item No.1.3.1V-6P No.1 | Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 80.24 | 80.24 | 10.0 | False | None | None | False | None | False | 802.4 | 0 |
| 3455851 | 123045 | None | Item No.1.3.2V-6P No.1 | Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 93.22 | 93.22 | 8.0 | False | None | None | False | None | False | 745.76 | 0 |
| 3455852 | 123045 | None | Item No.1.9.2 V-6P No.2 | Supplying PVC/GI flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 25.96 | 25.96 | 2.0 | False | None | None | False | None | False | 51.92 | 0 |
| 3455853 | 123045 | None | Item No.2.2.1V-6P No.3 | Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm (Phase&Neutral) &1x1.0 Sqmm(earth Wire)Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto3mtr from tapping point to out let via Switch ---- Work should be carried out as per the direction of engineer incharge of work. | Point | 317.42 | 317.42 | 4.0 | False | None | None | False | None | False | 1269.68 | 0 |
| 3455854 | 123045 | None | Item No.2.2.2V-6P No.3 | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch ---- Work should be carried out as per the direction of engineer incharge of work. | Point | 447.22 | 447.22 | 3.0 | False | None | None | False | None | False | 1341.66 | 0 |
| 3455855 | 123045 | None | Item No.2.2.3V-6P No.3 | Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. | Point | 654.9 | 654.9 | 1.0 | False | None | None | False | None | False | 654.9 | 0 |
| 3455856 | 123045 | None | Item No.2.3.2V-6P No.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 30.68 | 30.68 | 30.0 | False | None | None | False | None | False | 920.4 | 0 |
| 3455857 | 123045 | None | Item No.2.3.3V-6P No.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 49.56 | 49.56 | 25.0 | False | None | None | False | None | False | 1239.0 | 0 |
| 3455858 | 123045 | None | Item No.2.3.4V-6P No.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP. ---- Work should be carried out as per the direction of engineer incharge of work. | Mtr | 74.34 | 74.34 | 20.0 | False | None | None | False | None | False | 1486.8 | 0 |
| 3455859 | 123045 | None | Item No.3.4.1V-6P No.3 | Supplying and flush mounting powder coated / galvanized metal box size 1-3way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 162.84 | 162.84 | 1.0 | False | None | None | False | None | False | 162.84 | 0 |
| 3455860 | 123045 | None | Item No.3.4.2V-6P No.5 | Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 187.62 | 187.62 | 1.0 | False | None | None | False | None | False | 187.62 | 0 |
| 3455861 | 123045 | None | Item No.3.4.4V-6P No.5 | Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 259.5 | 259.5 | 1.0 | False | None | None | False | None | False | 259.5 | 0 |
| 3455862 | 123045 | None | Item No.3.4.5V-6P No.5 | Supplying and flush mounting powder coated / galvanized metal box size10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 307.98 | 307.98 | 1.0 | False | None | None | False | None | False | 307.98 | 0 |
| 3455863 | 123045 | None | Item No.3.5.1V-6P No.5 | Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 161.66 | 161.66 | 1.0 | False | None | None | False | None | False | 161.66 | 0 |
| 3455864 | 123045 | None | Item No.3.5.2V-6P No.5 | Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 189.98 | 189.98 | 1.0 | False | None | None | False | None | False | 189.98 | 0 |
| 3455865 | 123045 | None | Item No.3.5.4V-6P No.5 | Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 276.12 | 276.12 | 1.0 | False | None | None | False | None | False | 276.12 | 0 |
| 3455866 | 123045 | None | Item No.3.5.5V-6P No.5 | Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 335.12 | 335.12 | 1.0 | False | None | None | False | None | False | 335.12 | 0 |
| 3455867 | 123045 | None | Item No.3.6.1V-6P No.5 | Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 120.36 | 120.36 | 12.0 | False | None | None | False | None | False | 1444.32 | 0 |
| 3455868 | 123045 | None | Item No.3.6.3V-6P No.5 | Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 201.78 | 201.78 | 4.0 | False | None | None | False | None | False | 807.12 | 0 |
| 3455869 | 123045 | None | Item No.3.6.4V-6P No.5 | Supplying and fixing of modular stepped electronic fan regulator on existing modular switch plate as per and IS 1293. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 421.26 | 421.26 | 2.0 | False | None | None | False | None | False | 842.52 | 0 |
| 3455870 | 123045 | None | Item No.3.14.6V-6P No.6 | Supplying and fixing of 6AmpsLamp holder on existing board. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 83.78 | 83.78 | 3.0 | False | None | None | False | None | False | 251.34 | 0 |
| 3455871 | 123045 | None | Item No.5.18.4V-6P No.13 | Supplying and fixingof 6to32 Amps Double pole miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 872.02 | 872.02 | 1.0 | False | None | None | False | None | False | 872.02 | 0 |
| 3455872 | 123045 | None | Item No.6.3.1V-6P No.22 | 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. 48" Sweep (1200mm) Economy model ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 3521.12 | 3521.12 | 2.0 | False | None | None | False | None | False | 7042.24 | 0 |
| 3455873 | 123045 | None | Item No.11.3.2V-6P No.34 | LED Indoor Supplying of 1x4 feet LED PVC Square Batten 20/22W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V at 50Hz & Power factor greater than 0.9 along with CE approved drivers. 2 years Warranty against any manufacturing defect working under standard electrical condition ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 814.2 | 814.2 | 4.0 | False | None | None | False | None | False | 3256.8 | 0 |
| 3455874 | 123045 | None | Item No.11.11.4V-6P No.38 | Supplying and fixing of of 9watts LED Bulbs. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 181.72 | 181.72 | 2.0 | False | None | None | False | None | False | 363.44 | 0 |
| 3455875 | 123045 | None | Item No.13.7.1V-6P No.45 | 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 143.96 | 143.96 | 4.0 | False | None | None | False | None | False | 575.84 | 0 |
| 3455876 | 123045 | None | Item No.13.11V-6P No.46 | Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 371.7 | 371.7 | 2.0 | False | None | None | False | None | False | 743.4 | 0 |
| 3455877 | 123045 | None | Item N 51.01 BESCOM2P.No22 | Grounding Material
GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,
3.2 mm thick with bolt, nut, GI Strips and washer
complete Minimum Weight of GI Pipe: 7.3 Kg (BESCOM Part-III 11 KV Materials Item No.51.01 Page No.22 ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 876.74 | 876.74 | 1.0 | False | None | None | False | None | False | 876.74 | 0 |
| 3455878 | 123045 | None | Item No.51.02 BESCOM P No.22 | Grounding Material
Good Quality well burnt Charcoal for grounding
purposes packed in non returnable gunny bag of 30 Kg
each (BESCOM Part-III 11 KV Materials Item No.51.02 Page No.22 ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 797.68 | 797.68 | 1.0 | False | None | None | False | None | False | 797.68 | 0 |
| 3455879 | 123045 | None | Item No.51.03 No.17BESCOM PN 22 | Grounding Material
Good Quality Salt for grounding purposes packed in 50
Kg gunny bag (BESCOM Part-III 11 KV Materials Item No.51.03 Page No.22 ---- Work should be carried out as per the direction of engineer incharge of work. | Each | 365.8 | 365.8 | 1.0 | False | None | None | False | None | False | 365.8 | 0 |
| 3455880 | 123045 | None | Item No.1.6.1BESCOM P No.1 | Digging of Pit for providing GI Pipe type Earthing Ordinary Soil(BESCOM Part-IV 11 KV Labur Item No.1.6.1 Page No.1) ---- Work should be carried out as per the direction of engineer incharge of work. | Pit | 895.62 | 895.62 | 1.0 | False | None | None | False | None | False | 895.62 | 0 |