| 3199432 | 109988 | None | code01 | Earthwork 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(2023-24 Common SR VOL-I Item No. 1.14) | Cum | 102.0 | 102.0 | 521.986 | False | None | None | False | None | False | 53242.572 | 0 |
| 3199433 | 109988 | None | code02 | Plain Cement Concrete, 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 and down size graded crushed coarse aggregates(2023-24 Common SR VOL-I Item No. 2.1.3) | Cum | 5989.0 | 5989.0 | 24.5166 | False | None | None | False | None | False | 146829.9174 | 0 |
| 3199434 | 109988 | None | code03 | 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 notexceeding 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 1:4:8 (M7.5) Using 40 mm and down size graded crushed coarse aggregates)(Sloping concrete in PDB)(2023-24 Common SR VOL-I Item No. 2.1.2) | Cum | 5664.0 | 5664.0 | 3.072 | False | None | None | False | None | False | 17399.808 | 0 |
| 3199435 | 109988 | None | code04 | Reinforced Cement Concrete ,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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring and shuttering as per Appendix-I(2023-24 Common SR VOL-I Item No. 2.2.1) | Cum | 6915.7 | 6915.7 | 141.3858 | False | None | None | False | None | False | 977781.77706 | 0 |
| 3199436 | 109988 | None | code05 | Reinforcement ,Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(2023-24 VOL-II Building SR 11.32) | Cum | 90.0 | 90.0 | 14138.582 | False | None | None | False | None | False | 1272472.38 | 0 |
| 3199437 | 109988 | None | code06 | Plastering Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc tions of Engineer-in-char(2023-24 VOL-II Building SR 8.3.1)(INTERNAL & EXTERNAL) | Sqm | 354.0 | 354.0 | 873.854 | False | None | None | False | None | False | 309344.316 | 0 |
| 3199438 | 109988 | None | code07 | Wastewater pipes ,Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water fortesting) etc. for: Pipes of SN 8, 110mm dia(2023-24 Volume-V BWSSB SR 10.2.8) | m | 347.0 | 347.0 | 112.8 | False | None | None | False | None | False | 39141.6 | 0 |
| 3199439 | 109988 | None | code08 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee(2023-24 Volume-V BWSSB SR 10.10.8) | Nos | 251.0 | 251.0 | 36.0 | False | None | None | False | None | False | 9036.0 | 0 |
| 3199440 | 109988 | None | code09 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia U-PVC double/ singlesocketed 90 degree bend (class III, 6kg/sqcm) confirming to IS:7834 110 mm dia PVC BEND(2023-24 Volume-V BWSSB SR 10.11.8) | Nos | 492.0 | 492.0 | 48.0 | False | None | None | False | None | False | 23616.0 | 0 |
| 3199441 | 109988 | None | code10 | 160mm dia pipes for support(2023-24 Volume-V BWSSB SR 10.2.10) | m | 697.0 | 697.0 | 58.14 | False | None | None | False | None | False | 40523.58 | 0 |
| 3199442 | 109988 | None | code11 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 53 mm nominal size | Cum | 1393.38 | 1393.38 | 22.05 | False | None | None | False | None | False | 30724.029 | 0 |
| 3199443 | 109988 | None | code12 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.12.5 mm nominal size | Cum | 1496.38 | 1496.38 | 22.05 | False | None | None | False | None | False | 32995.179 | 0 |
| 3199444 | 109988 | None | code13 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 20 mm nominal size | Cum | 1285.71 | 1285.71 | 14.7 | False | None | None | False | None | False | 18899.937 | 0 |
| 3199445 | 109988 | None | code14 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. Sand/Artificial Sand/Manufactured Sand | Cum | 1417.14 | 1417.14 | 36.75 | False | None | None | False | None | False | 52079.895 | 0 |
| 3199446 | 109988 | None | code15 | Precast CC slabs ,Providing, casting, curing and laying the following CC slabs, Percolate channel perforated slabs (880x500x75 mm)(Non-SoR items) | Each | 390.09 | 390.09 | 48.0 | False | None | None | False | None | False | 18724.32 | 0 |
| 3199447 | 109988 | None | code16 | 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 Surface excavation for ISAF(2023-24 Common SR VOL-I Item No. 1.14) | Cum | 102.0 | 102.0 | 66.79 | False | None | None | False | None | False | 6812.58 | 0 |
| 3199448 | 109988 | None | code17 | 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 and down size graded crushed coarse aggregates(2023-24 Common SR VOL-I Item No. 2.1.3) | Cum | 5989.0 | 5989.0 | 2.1512 | False | None | None | False | None | False | 12883.5368 | 0 |
| 3199449 | 109988 | None | code18 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring and shuttering as per Appendix-I(023-24 Common SR VOL-I Item No. 2.2.1) | Cum | 9430.5 | 9430.5 | 5.5767 | False | None | None | False | None | False | 52591.06935 | 0 |
| 3199450 | 109988 | None | code19 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(2023-24 VOL-II Building SR 11.32) | Kg | 90.0 | 90.0 | 557.6725 | False | None | None | False | None | False | 50190.525 | 0 |
| 3199451 | 109988 | None | code20 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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( 2023-24 VOL-II Building SR 6.2) | Cum | 7978.0 | 7978.0 | 9.4828 | False | None | None | False | None | False | 75653.7784 | 0 |
| 3199452 | 109988 | None | code21 | 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( 2023-24 VOL-II Building SR 6.32) | Sqm | 1310.0 | 1310.0 | 2.16 | False | None | None | False | None | False | 2829.6 | 0 |
| 3199453 | 109988 | None | code22 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc tions of Engineer-in-char(2023-24 VOL-II Building SR 8.3.1) | Sqm | 354.0 | 354.0 | 59.9545 | False | None | None | False | None | False | 21223.893 | 0 |
| 3199454 | 109988 | None | code23 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water fortesting) etc. for: Pipes of SN 8, 110mm dia(2023-24 Volume-V BWSSB SR 10.2.8) | m | 347.0 | 347.0 | 8.1 | False | None | None | False | None | False | 2810.7 | 0 |
| 3199455 | 109988 | None | code24 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee(2023-24 Volume-V BWSSB SR 10.10.8) | Nos | 251.0 | 251.0 | 6.0 | False | None | None | False | None | False | 1506.0 | 0 |
| 3199456 | 109988 | None | code25 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984(2023-24 Volume-V BWSSB SR 10.11.8) with ISI mark with its latest amendments 110 mm dia U-PVC double/ singlesocketed 90 degree bend (class III, 6kg/sqcm) confirming to IS:7834 110 mm dia PVC BEND | Nos | 492.0 | 492.0 | 1.0 | False | None | None | False | None | False | 492.0 | 0 |
| 3199457 | 109988 | None | code26 | Precast Slabs 600 mm x 600 mm x 50 mm | Each | 212.77 | 212.77 | 3.0 | False | None | None | False | None | False | 638.31 | 0 |
| 3199458 | 109988 | None | code27 | Precast Slabs Perforated slabs 700 mm x 550 mm x 50 mm | Each | 455.09 | 455.09 | 4.0 | False | None | None | False | None | False | 1820.36 | 0 |
| 3199459 | 109988 | None | code28 | Laying cinder ,Procuring and lowering the cinder ballast in the AF chamber gently after washing for dust | Cum | 721.45 | 721.45 | 1.259 | False | None | None | False | None | False | 908.30555 | 0 |
| 3199460 | 109988 | None | code29 | 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(2023-24 Common SR VOL-I Item No. 1.14) | Cum | 102.0 | 102.0 | 122.325 | False | None | None | False | None | False | 12477.15 | 0 |
| 3199461 | 109988 | None | code30 | 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 and down size graded crushed coarse aggregates(2023-24 Common SR VOL-I Item No. 2.1.3) | Cum | 5989.0 | 5989.0 | 4.898 | False | None | None | False | None | False | 29334.122 | 0 |
| 3199462 | 109988 | None | code31 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring and shuttering as per Appendix-I(2023-24 Common SR VOL-I Item No. 2.2.1) | Cum | 9430.5 | 9430.5 | 10.9095 | False | None | None | False | None | False | 102882.03975 | 0 |
| 3199463 | 109988 | None | code32 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(2023-24 VOL-II Building SR 11.32) | Kg | 90.0 | 90.0 | 1090.95 | False | None | None | False | None | False | 98185.5 | 0 |
| 3199464 | 109988 | None | code33 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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( 2023-24 VOL-II Building SR 6.2) | Cum | 7978.0 | 7978.0 | 11.668 | False | None | None | False | None | False | 93087.304 | 0 |
| 3199465 | 109988 | None | code34 | 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(2023-24 VOL-II Building SR 8.3.1) | Sqm | 354.0 | 354.0 | 105.5922 | False | None | None | False | None | False | 37379.6388 | 0 |
| 3199466 | 109988 | None | code35 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water fortesting) etc. for: Pipes of SN 8, 110mm dia(2023-24 Volume-V BWSSB SR 10.2.8) | m | 347.0 | 347.0 | 6.0 | False | None | None | False | None | False | 2082.0 | 0 |
| 3199467 | 109988 | None | code36 | 110 mm nominal dia perforated launder pipe,(sampling pipe with perforation), (perforated collection pipe ) | m | 394.0 | 394.0 | 6.72 | False | None | None | False | None | False | 2647.68 | 0 |
| 3199468 | 109988 | None | code37 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee | Nos | 251.0 | 251.0 | 6.0 | False | None | None | False | None | False | 1506.0 | 0 |
| 3199469 | 109988 | None | code38 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia U-PVC double/ singlesocketed 90 degree bend (class III, 6kg/sqcm) confirming to IS:7834 110 mm dia PVC BEND | Nos | 492.0 | 492.0 | 4.0 | False | None | None | False | None | False | 1968.0 | 0 |
| 3199470 | 109988 | None | code39 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 100 mm and down nominal size of stone aggregate | Cum | 1361.14 | 1361.14 | 2.159 | False | None | None | False | None | False | 2938.70126 | 0 |
| 3199471 | 109988 | None | code40 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 20 mm nominal size | Cum | 1515.64 | 1515.64 | 2.1 | False | None | None | False | None | False | 3182.844 | 0 |
| 3199472 | 109988 | None | code41 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 12.5 mm nominal size | Cum | 1515.64 | 1515.64 | 2.1 | False | None | None | False | None | False | 3182.844 | 0 |
| 3199473 | 109988 | None | code42 | 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(2023-24 Common SR VOL-I Item No. 1.14) | Cum | 102.0 | 102.0 | 12.584 | False | None | None | False | None | False | 1283.568 | 0 |
| 3199474 | 109988 | None | code43 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications(2023-24 Common SR VOL-I Item No 1.23) | Cum | 2682.0 | 2682.0 | 0.9714 | False | None | None | False | None | False | 2605.2948 | 0 |
| 3199475 | 109988 | None | code44 | Providing & Laying 50mm thk RCC Ring (Ht' 260 mm) of internal dia 1500mm | Nos | 2500.0 | 2500.0 | 11.0 | False | None | None | False | None | False | 27500.0 | 0 |
| 3199476 | 109988 | None | code45 | Precast Cover 75mm thk (1600mm Dia) | Nos | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 |
| 3199477 | 109988 | None | code46 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water fortesting) etc. for: Pipes of SN 8, 110mm dia(2023-24 Volume-V BWSSB SR 10.2.8) | Mtr | 347.0 | 347.0 | 3.0 | False | None | None | False | None | False | 1041.0 | 0 |
| 3199478 | 109988 | None | code47 | 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(2023-24 Common SR VOL-I Item No. 1.14) | Cum | 102.0 | 102.0 | 30.795 | False | None | None | False | None | False | 3141.09 | 0 |
| 3199479 | 109988 | None | code48 | 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 and down size graded crushed coarse aggregates(2023-24 Common SR VOL-I Item No. 2.1.3) | Cum | 5989.0 | 5989.0 | 0.828 | False | None | None | False | None | False | 4958.892 | 0 |
| 3199480 | 109988 | None | code49 | 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 and down size graded crushed coarse aggregates(2023-24 Common SR VOL-I Item No. 2.1.3) | Cum | 5989.0 | 5989.0 | 2.025 | False | None | None | False | None | False | 12127.725 | 0 |
| 3199481 | 109988 | None | code50 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)( 2023-24 VOL-II Building SR 5.4) | Cum | 6389.0 | 6389.0 | 10.749 | False | None | None | False | None | False | 68675.361 | 0 |
| 3199482 | 109988 | None | code51 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring and shuttering as per Appendix-I | Cum | 9430.5 | 9430.5 | 6.436 | False | None | None | False | None | False | 60694.698 | 0 |
| 3199483 | 109988 | None | code52 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(2023-24 VOL-II Building SR 11.32)Total reinforcement @ 100 kg/cum | Kg | 90.0 | 90.0 | 643.687 | False | None | None | False | None | False | 57931.83 | 0 |
| 3199484 | 109988 | None | code53 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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 (2023-24 VOL-II Building SR 6.2) | Cum | 7978.0 | 7978.0 | 20.0 | False | None | None | False | None | False | 159560.0 | 0 |
| 3199485 | 109988 | None | code54 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge(2023-24 VoL II Building SR 8.1.1) | Sqm | 255.0 | 255.0 | 152.92 | False | None | None | False | None | False | 38994.6 | 0 |
| 3199486 | 109988 | None | code55 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge(2023-24 VoL II Building SR 8.1.1) | Sqm | 255.0 | 255.0 | 23.154 | False | None | None | False | None | False | 5904.27 | 0 |
| 3199487 | 109988 | None | code56 | Providing and laying red oxide flooring 40 mm thick, with an under layer
of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster
with 1:3 cement mortar mixed with red oxide finished with floating coat
of neat cement mixed with red oxide ( mix of same proportion ) , including
cost of materials, labour, curing, complete as per specifications(2023-24 Building SR Item No. 9.37) | Sqm | 786.0 | 786.0 | 28.0 | False | None | None | False | None | False | 22008.0 | 0 |
| 3199488 | 109988 | None | code57 | 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.(2023-24 Building SR Item No. 9.38) DADOING AT TOILET | Sqm | 1392.0 | 1392.0 | 14.3 | False | None | None | False | None | False | 19905.6 | 0 |
| 3199489 | 109988 | None | code58 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(2023-24 Building SR Item No. 11.5.1) | Sqm | 4478.0 | 4478.0 | 5.67 | False | None | None | False | None | False | 25390.26 | 0 |
| 3199490 | 109988 | None | code59 | Providing & xing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainageand reinforced withGalvanized Iron pro le through-out the window frame. The outer frame having an overall size of 44mm width x 40mm height with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for xing of glassshall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain loat glass, standard hardware& single point locking system with Crescent Locks.Wall thickness of frame and sash shall be of 2mm. Maximum possible size 1219 mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be(2023-24 Building SR Item No. 12.84) | Sqm | 5023.0 | 5023.0 | 2.405 | False | None | None | False | None | False | 12080.315 | 0 |
| 3199491 | 109988 | None | code60 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. lats, square or round bars etc. including primingcoat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.2
(2023-24 Building SR Item No 11.34B) | Kg | 183.0 | 183.0 | 50.505 | False | None | None | False | None | False | 9242.415 | 0 |
| 3199492 | 109988 | None | code61 | Finishing walls with 100% Premium acrylic emulsion paint havingVOC less than 50 gm/litre and UV resistance as per IS 15489:2004,Alkali & fungal resistance, dirt resistance exterior paint of requiredshade (Company Depot Tinted) with silicon additives, New work (Two
coats applied @ 1.43 litre/ 10 m². Over and including priming coat ofexterior primer applied @ 0.90 litre/10 m² with paint of approvedquality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter includingpreparing thesurface even and sand paper smooth, cost of materials, labour completeas per speci cations and as per directions of Engineer-in-charge. (2023-24 Building SR Item No. 8.32) | Sqm | 156.0 | 156.0 | 152.9288 | False | None | None | False | None | False | 23856.8928 | 0 |
| 3199493 | 109988 | None | code62 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :New work (two coats) over andincluding waterthinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per speci cations and asper directions of Engineer-in-charge.(Internal Painting)(2023-24 Building SR Item . No.8.25) | Sqm | 137.0 | 137.0 | 23.154 | False | None | None | False | None | False | 3172.098 | 0 |
| 3199494 | 109988 | None | code63 | Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushing cistern, including flush pipe, with manually ontrolleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required: White Vitreous china Orissa pattern W.C. panof size 580x440 mm with integral type foot rests(2023-24 Building SR Item No. 14.1.1) | Each | 4884.0 | 4884.0 | 2.0 | False | None | None | False | None | False | 9768.0 | 0 |
| 3199495 | 109988 | None | code64 | 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(2023-24 Building SR Item No. 14.4.1) | Unit | 4454.0 | 4454.0 | 1.0 | False | None | None | False | None | False | 4454.0 | 0 |
| 3199496 | 109988 | None | code65 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls
wherever require: White Vitreous China Wash basin size 630x450 mmwith a pair of 15mm C.P. brass pillar taps(2023-24 Building SR Item No. 14.7.1) | Unit | 3082.0 | 3082.0 | 1.0 | False | None | None | False | None | False | 3082.0 | 0 |
| 3199497 | 109988 | None | code66 | Providing and fixing 100 mm sand cast Iron grating for gully trap.(2023-24 Building SR Item No. 14.29) | Each | 47.0 | 47.0 | 4.0 | False | None | None | False | None | False | 188.0 | 0 |
| 3199498 | 109988 | None | code67 | Providing and fixing PTMT bib cock of approved quality : 15 mm nominal bore, 122mm long, weighing not less than 99 g | Each | 211.0 | 211.0 | 4.0 | False | None | None | False | None | False | 844.0 | 0 |
| 3199499 | 109988 | None | code68 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc(2023-24 Building SR Item No. 13.17.2) | Mtr | 379.0 | 379.0 | 60.0 | False | None | None | False | None | False | 22740.0 | 0 |
| 3199500 | 109988 | None | code69 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (For 500 litre capacity) Specification (2023-24 Building SR Item No. 13.34) | Ltr | 9.0 | 9.0 | 500.0 | False | None | None | False | None | False | 4500.0 | 0 |
| 3199501 | 109988 | None | code70 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water fortesting) etc. for: Pipes of SN 8, 110mm dia(2023-24 Volume-V BWSSB SR 10.2.8) | m | 347.0 | 347.0 | 14.0 | False | None | None | False | None | False | 4858.0 | 0 |
| 3199502 | 109988 | None | code71 | Providing & laying of precast maintenance covers of required size as per drawing & specification including cost of material, labour etc complete 600 mm x 600 mm x 50 mm | Each | 212.77 | 212.77 | 1.0 | False | None | None | False | None | False | 212.77 | 0 |
| 3199503 | 109988 | None | code72 | Providing and fixing Steel work in built up tubular (round,square or rectangular hollow tubes etc.) trusses etc., includingcutting, hoisting, fixing in position and applying a priming coatof approved steel primer, including welding and bolted withspecial shaped washers etc. complete. Hot finished seamlesstype tubes including cost of materials,labour, usage charges of machinery complete as perspecifications and as per directions of the Engineer-in-Charge 2023-24 Building
SR, Item No.
No. 11.16.2.(ISNB 125 M , ISNB 80 M, ISNB 40 L ,RHS 66x33x2.6 ,Base Plates (290 x 290 x 12 mm) , Base Plate on corbel pedestal (350 x 250 x 12 mm) | Kg | 294.0 | 294.0 | 1881.1615 | False | None | None | False | None | False | 553061.481 | 0 |
| 3199504 | 109988 | None | code73 | Providing and fixing precoated galvanised iron pro le sheets(size, shape and pitch of corrugation as approved by Engineer in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinccoating 120 grams per m2 as per IS: 277, in 240 mpa steelgrade, 5-7 microns epoxy primer on both side of the sheet andpolyester top coat 15-18 microns. Sheet should have protectiveguard lm of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12m 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/ verticalor curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required.(2023-24 Building
SR, Item No.
No. 7.38) | Sqm | 1136.0 | 1136.0 | 138.0 | False | None | None | False | None | False | 156768.0 | 0 |
| 3199505 | 109988 | None | code74 | 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.(2023-24 Common SR Vol-I Item No 1.8) | Cum | 402.0 | 402.0 | 159.25 | False | None | None | False | None | False | 64018.5 | 0 |
| 3199506 | 109988 | None | code75 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -I Material(2023-24 Roads & Bridges Vol-III SR Item No 4.1) | Cum | 2488.0 | 2488.0 | 37.125 | False | None | None | False | None | False | 92367.0 | 0 |
| 3199507 | 109988 | None | code76 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means(2023-24 Roads & Bridges Vol-III SR Item No 5.1 A) | Cum | 41.0 | 41.0 | 247.5 | False | None | None | False | None | False | 10147.5 | 0 |
| 3199508 | 109988 | None | code77 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density.(2023-24 Roads & Bridges Vol-III SR Item No 4.17 406) | Cum | 2559.0 | 2559.0 | 37.125 | False | None | None | False | None | False | 95002.875 | 0 |
| 3199509 | 109988 | None | code78 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface(2023-24 Roads & Bridges Vol-III SR Item No 5.4 503) | Cum | 14.0 | 14.0 | 247.5 | False | None | None | False | None | False | 3465.0 | 0 |
| 3199510 | 109988 | None | code79 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades.(2023-24 Roads & Bridges Vol-III SR Item No 5.19 510) | Sqm | 149.0 | 149.0 | 234.1895 | False | None | None | False | None | False | 34894.2355 | 0 |
| 3199511 | 109988 | None | code80 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - I : Type A Premix Seal coat(2023-24 Roads & Bridges Vol-III SR Item No 5.21 511) | Sqm | 75.0 | 75.0 | 234.1895 | False | None | None | False | None | False | 17564.2125 | 0 |
| 3199512 | 109988 | None | code81 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. | Cum | 70.0 | 70.0 | 112.5 | False | None | None | False | None | False | 7875.0 | 0 |
| 3199513 | 109988 | None | code82 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -I Material | Cum | 2488.0 | 2488.0 | 75.0 | False | None | None | False | None | False | 186600.0 | 0 |
| 3199514 | 109988 | None | code83 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means | Cum | 41.0 | 41.0 | 375.0 | False | None | None | False | None | False | 15375.0 | 0 |
| 3199515 | 109988 | None | code84 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density. | Cum | 2559.0 | 2559.0 | 56.25 | False | None | None | False | None | False | 143943.75 | 0 |
| 3199516 | 109988 | None | code85 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface | Cum | 14.0 | 14.0 | 375.0 | False | None | None | False | None | False | 5250.0 | 0 |
| 3199517 | 109988 | None | code86 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. | Cum | 149.0 | 149.0 | 375.0 | False | None | None | False | None | False | 55875.0 | 0 |
| 3199518 | 109988 | None | code87 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - I : Type A Premix Seal coat | Cum | 75.0 | 75.0 | 375.0 | False | None | None | False | None | False | 28125.0 | 0 |
| 3199519 | 109988 | None | code88 | 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 neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. | Cum | 299.0 | 299.0 | 5.6699 | False | None | None | False | None | False | 1695.3001 | 0 |
| 3199520 | 109988 | None | code89 | 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 and down size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 5.6699 | False | None | None | False | None | False | 33957.0311 | 0 |
| 3199521 | 109988 | None | code90 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete(100x100x6mm @ 9.2Kg/m) | Kg | 113.0 | 113.0 | 3129.0 | False | None | None | False | None | False | 353577.0 | 0 |
| 3199522 | 109988 | None | code91 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm | Sqm | 803.0 | 803.0 | 390.0 | False | None | None | False | None | False | 313170.0 | 0 |
| 3199523 | 109988 | None | code92 | 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 | Cum | 102.0 | 102.0 | 102.366 | False | None | None | False | None | False | 10441.332 | 0 |
| 3199524 | 109988 | None | code93 | 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 and down size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 3.3629 | False | None | None | False | None | False | 20140.4081 | 0 |
| 3199525 | 109988 | None | code94 | 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 | Sqm | 1310.0 | 1310.0 | 46.239 | False | None | None | False | None | False | 60573.09 | 0 |
| 3199526 | 109988 | None | code95 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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 | Sqm | 354.0 | 354.0 | 136.2528 | False | None | None | False | None | False | 48233.4912 | 0 |
| 3199527 | 109988 | None | code96 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water fortesting) etc. for: Pipes of SN 8, 110mm dia | m | 347.0 | 347.0 | 20.6 | False | None | None | False | None | False | 7148.2 | 0 |
| 3199528 | 109988 | None | code97 | Providing, casting, curing and laying the following CC slabs,Percolate register cover (700 x 700 x 50 mm)(For R1, R2, R3,) | Each | 207.81 | 207.81 | 3.0 | False | None | None | False | None | False | 623.43 | 0 |
| 3199529 | 109988 | None | code98 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work | m | 484.0 | 484.0 | 20.0 | False | None | None | False | None | False | 9680.0 | 0 |
| 3199530 | 109988 | None | code99 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr 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 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm 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. | Nos | 4256.0 | 4256.0 | 1.0 | False | None | None | False | None | False | 4256.0 | 0 |
| 3199531 | 109988 | None | code100 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip,25x3mm GI strip | m | 82.0 | 82.0 | 5.0 | False | None | None | False | None | False | 410.0 | 0 |
| 3199532 | 109988 | None | code101 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip, 600x600x3mm GI Plate | Each | 875.0 | 875.0 | 1.0 | False | None | None | False | None | False | 875.0 | 0 |
| 3199533 | 109988 | None | code102 | 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 necessary(40 mm dia 2.5 mm thick) | m | 147.0 | 147.0 | 10.0 | False | None | None | False | None | False | 1470.0 | 0 |
| 3199534 | 109988 | None | code103 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +0% and resistivity 14 Ohms/Kms (Max) as per IS-3975(4 core 16 sqmm) | m | 142.0 | 142.0 | 10.0 | False | None | None | False | None | False | 1420.0 | 0 |
| 3199535 | 109988 | None | code104 | Supplying and fixing regular MCCB distribution Panel confirming to IS 8828, on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440Volts 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCCB/MCB's as outgoings confirming to IS8828.(4 way) | Each | 10329.0 | 10329.0 | 1.0 | False | None | None | False | None | False | 10329.0 | 0 |
| 3199536 | 109988 | None | code105 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.(6 Module) | Each | 234.0 | 234.0 | 1.0 | False | None | None | False | None | False | 234.0 | 0 |
| 3199537 | 109988 | None | code106 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(6-32Amps SP) | Each | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 |
| 3199538 | 109988 | None | code107 | 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 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. GROUP A(Short point upto 3Mtr from tapping point to out let via switch) | Nos | 285.0 | 285.0 | 1.0 | False | None | None | False | None | False | 285.0 | 0 |
| 3199539 | 109988 | None | code108 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A.(2.5 sqmm) | m | 42.0 | 42.0 | 50.0 | False | None | None | False | None | False | 2100.0 | 0 |
| 3199540 | 109988 | None | code109 | Supplying of PVC Batten with integrated LED tube with high quality diffuser with Life of 25000 burning hours and 70 percent lumen maintenance with CRI greater than 80. Power Input: 220-240V at 50/60Hz and Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 551.0 | 551.0 | 2.0 | False | None | None | False | None | False | 1102.0 | 0 |
| 3199541 | 109988 | None | code110 | Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom …..mm, top….mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.(3 m - Top 77 mm and Bottom 105 mm dia) | Each | 6600.0 | 6600.0 | 2.0 | False | None | None | False | None | False | 13200.0 | 0 |
| 3199542 | 109988 | None | code111 | Supplying of LED Floodlight with System Power consumption pressure die cast aluminum housing with powder coating with IP 65 protection.1, 200 275V voltage with electronic Driver, PF greater than 0.9, should meet ANSI 2G Vibration test, Compliance to UL/CE with ClassI. System rating shall be 50K hrs. at Lumen maintenance of 70 percent, system efficacy 80lm/w. | Nos | 6768.0 | 6768.0 | 2.0 | False | None | None | False | None | False | 13536.0 | 0 |
| 3199543 | 109988 | None | code112 | Procuring and installation of 0.5 HP pump for the maintenance of modules as specified by the EIC | Nos | 8250.0 | 8250.0 | 1.0 | False | None | None | False | None | False | 8250.0 | 0 |