| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707286308000 | 1 | None | None | Buildings | Screening Chamber and Planted Drying Bed (For Two Nos) | 3463673.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2490237 | 75355 | None | BLK001 | Screening Chamber and Planted Drying Bed (For Two Nos) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 3m depth as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR( I.No- 1.15.2) | Cum | 320.0 | 320.0 | 734.998 | False | None | None | False | None | False | 235199.36 | 0 | | 2490238 | 75355 | None | BLK002 | 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 as per specifications and as per directions of Engineer-in-charge RDWSBengaluru Zone B 2019-20(Sl.No.2.13) | Cum | 2355.0 | 2355.0 | 70.4447 | False | None | None | False | None | False | 165897.2685 | 0 | | 2490239 | 75355 | None | BLK003 | 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. as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(2.1.3) | Cum | 5554.0 | 5554.0 | 24.5166 | False | None | None | False | None | False | 136165.1964 | 0 | | 2490240 | 75355 | None | BLK004 | 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 separatelyMix 1:2:4 (M15) Using 40 mm and down size gradedcrushed coarse aggregates) as per specifications and as per directions of Engineer-in-chargePWD 2021-22 VOL-I Common SR(-I.No 2.1.4) | Cum | 5728.0 | 5728.0 | 3.072 | False | None | None | False | None | False | 17596.416 | 0 | | 2490241 | 75355 | None | BLK005 | 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 & shuttering as per Appendix-I as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR 2.2.1.1 | Cum | 6854.1 | 6854.1 | 141.3858 | False | None | None | False | None | False | 969072.41178 | 0 | | 2490242 | 75355 | None | BLK006 | 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) as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 11.32 | Kg | 96.0 | 96.0 | 14138.582 | False | None | None | False | None | False | 1357303.872 | 0 | | 2490243 | 75355 | None | BLK007 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 8.6.2 | Sqm | 380.0 | 380.0 | 873.854 | False | None | None | False | None | False | 332064.52 | 0 | | 2490244 | 75355 | None | BLK008 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-2.2 P.No -134) | m | 271.0 | 271.0 | 112.8 | False | None | None | False | None | False | 30568.8 | 0 | | 2490245 | 75355 | None | BLK009 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-8.8 P.No -137 | No. | 262.0 | 262.0 | 36.0 | False | None | None | False | None | False | 9432.0 | 0 | | 2490246 | 75355 | None | BLK010 | 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 bend (class III, 6kg/sqcm) confirming to IS:7834 110 mm dia PVC BEND as per specifications and as per directions of Engineer-in-charge PWD 2022 VolumeV BWSSB SR (Chapter-12 PVC PIPE WORKS No-9.8 P.No -138 | No. | 513.0 | 513.0 | 48.0 | False | None | None | False | None | False | 24624.0 | 0 | | 2490247 | 75355 | None | BLK011 | 160mm dia pipes for support Volume-V BWSSB SR (Chapter-04 M020D) | m | 556.0 | 556.0 | 58.14 | False | None | None | False | None | False | 32325.84 | 0 | | 2490248 | 75355 | None | BLK012 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. as per specifications and as per directions of Engineer-in-charge53 mm nominal size | Cum | 1393.38 | 1393.38 | 22.05 | False | None | None | False | None | False | 30724.029 | 0 | | 2490249 | 75355 | None | BLK013 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. as per specifications and as per directions of Engineer-in-charge 12.5 mm nominal size | Cum | 1496.38 | 1496.38 | 22.05 | False | None | None | False | None | False | 32995.179 | 0 | | 2490250 | 75355 | None | BLK014 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. as per specifications and as per directions of Engineer-in-charge20 mm nominal size | Cum | 1285.71 | 1285.71 | 14.7 | False | None | None | False | None | False | 18899.937 | 0 | | 2490251 | 75355 | None | BLK015 | Sand/Artificial Sand/Manufactured Sand | Cum | 1417.14 | 1417.14 | 36.75 | False | None | None | False | None | False | 52079.895 | 0 | | 2490252 | 75355 | None | BLK016 | Providing, casting, curing and laying the following CC slabsPercolate channel perforated slabs (880x500x75 mm) | Each | 390.09 | 390.09 | 48.0 | False | None | None | False | None | False | 18724.32 | 0 |
| | 1707286308000 | 1 | None | None | Buildings | Integrated Settler and Anaerobic Filter | 117217.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2490253 | 75356 | None | BLK0017 | Integrated Settler and Anaerobic Filter Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 3m depth as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR( I.No- 1.15.2) | Cum | 320.0 | 320.0 | 30.03 | False | None | None | False | None | False | 9609.6 | 0 | | 2490254 | 75356 | None | BLK0018 | 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 as per specifications and as per directions of Engineer-in-charge RDWS Bengaluru ZoneB2019-20Sl.No.2.13 | Cum | 2355.0 | 2355.0 | 1.98 | False | None | None | False | None | False | 4662.9 | 0 | | 2490255 | 75356 | None | BLK0019 | 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. as per specifications and as per directions of Engineer-in-charge as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(2.1.3)
| Cum | 5554.0 | 5554.0 | 1.32 | False | None | None | False | None | False | 7331.28 | 0 | | 2490256 | 75356 | None | BLK0020 | 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 & shuttering as per Appendix-I as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR 2.2.1.1 | Cum | 8914.5 | 8914.5 | 3.55 | False | None | None | False | None | False | 31646.475 | 0 | | 2490257 | 75356 | None | BLK0021 | 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) as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 11.32 | Kg | 96.0 | 96.0 | 0.36 | False | None | None | False | None | False | 34.56 | 0 | | 2490258 | 75356 | None | BLK0022 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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 as per specifications and as per directions of Engineer-in-charge as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 6.3 | Cum | 7718.0 | 7718.0 | 5.15 | False | None | None | False | None | False | 39747.7 | 0 | | 2490259 | 75356 | None | BLK0023 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m 3 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 PWD 2021-22 VOL II Building SR 6.32 | Sqm | 1202.0 | 1202.0 | 2.23 | False | None | None | False | None | False | 2680.46 | 0 | | 2490260 | 75356 | None | BLK0024 | Providing 20 mm cement plaster of mix 14 (1 cement 4fine sand) to brick stonemasonary 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 PWD 2021 22 VOLII Building SR 8.3.1
| Sqm | 307.0 | 307.0 | 45.83 | False | None | None | False | None | False | 14069.81 | 0 | | 2490261 | 75356 | None | BLK0025 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-2.2 P.No -134)
| Rmtr | 271.0 | 271.0 | 8.1 | False | None | None | False | None | False | 2195.1 | 0 | | 2490262 | 75356 | None | BLK0026 | 110 mm dia U-PVC equal Tee (class III, 6kg/sqcm) confirming to IS:7834 (tee fixing to DC inlet) PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-8.8 P.No -137
| No | 262.0 | 262.0 | 6.0 | False | None | None | False | None | False | 1572.0 | 0 | | 2490263 | 75356 | None | BLK0027 | 110 mm dia U-PVC double/ single socketed 90 bend (class III, 6kg/sqcm) confirming to IS:7834 PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-9.8 P.No -138) | No | 513.0 | 513.0 | 1.0 | False | None | None | False | None | False | 513.0 | 0 | | 2490264 | 75356 | None | BLK0028 | Precast SlabsProviding, casting, curing and laying the following CC slabs as per specifications and as per directions of Engineer-in-charge 600 mm x 600 mm x 50 mm
| Each | 212.77 | 212.77 | 2.0 | False | None | None | False | None | False | 425.54 | 0 | | 2490265 | 75356 | None | BLK0029 | Precast SlabsProviding, casting, curing and laying the following CC slabs as per specifications and as per directions of Engineer-in-charge Perforated slabs 700 mm x 550 mm x 50 mm
| Each | 455.1 | 455.1 | 4.0 | False | None | None | False | None | False | 1820.4 | 0 | | 2490266 | 75356 | None | BLK0030 | Laying cinder Procuring and lowering the cinder ballast in the AF chamber gently after washing for dust as per specifications and as per directions of Engineer-in-charge
| Cum | 721.45 | 721.45 | 1.26 | False | None | None | False | None | False | 909.027 | 0 |
| | 1707286308000 | 0 | None | None | Buildings | Planted Gravel Filter and Collection Tank | 246211.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2490267 | 75357 | None | blk0031 | Planted Gravel Filter and Collection Tank Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 3m depth as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR( I.No- 1.15.2)
| Cum | 320.0 | 320.0 | 41.68 | False | None | None | False | None | False | 13337.6 | 0 | | 2490268 | 75357 | None | blk0032 | 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 as per specifications and as per directions of Engineer-in-charge RDWS Bengaluru Zone B 2019-20(Sl.No.2.13 | Cum | 2355.0 | 2355.0 | 6.06 | False | None | None | False | None | False | 14271.3 | 0 | | 2490269 | 75357 | None | blk0033 | 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. as per specifications and as per directions of Engineer-in-charge as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(2.1.3)
| Cum | 5554.0 | 5554.0 | 2.96 | False | None | None | False | None | False | 16439.84 | 0 | | 2490270 | 75357 | None | blk0034 | 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 & shuttering as per Appendix-I as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR 2.2.1.1
| Cum | 8914.5 | 8914.5 | 5.99 | False | None | None | False | None | False | 53397.855 | 0 | | 2490271 | 75357 | None | blk0035 | 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) as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 11.32
| Kg | 96.0 | 96.0 | 598.57 | False | None | None | False | None | False | 57462.72 | 0 | | 2490272 | 75357 | None | blk0036 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 6.3
| Cum | 7718.0 | 7718.0 | 6.08 | False | None | None | False | None | False | 46925.44 | 0 | | 2490273 | 75357 | None | blk0037 | Providing 20mm cement plaster of mix 1:3 1 cement 3 fine sand to brickstone 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 as per specifications and as per directions of Engineer in charge PWD 202122 VOLII Building SR 8 6 2
| Sqm | 380.0 | 380.0 | 75.04 | False | None | None | False | None | False | 28515.2 | 0 | | 2490274 | 75357 | None | blk0038 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-2.2 P.No -134) | Rmtr | 271.0 | 271.0 | 11.82 | False | None | None | False | None | False | 3203.22 | 0 | | 2490275 | 75357 | None | blk0039 | 110 mm dia U-PVC equal Tee (class III 6kg sqcm) confirming to IS:7834 (tee fixing to DC inlet) PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-8.8 P.No -137
| No | 262.0 | 262.0 | 6.0 | False | None | None | False | None | False | 1572.0 | 0 | | 2490276 | 75357 | None | blk0040 | 110 mm dia U-PVC double single socketed 90 bend (class III, 6kg/sqcm) confirming to IS:7834 PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-9.8 P.No -138)
| No | 513.0 | 513.0 | 4.0 | False | None | None | False | None | False | 2052.0 | 0 | | 2490277 | 75357 | None | blk0041 | Filter media Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust as per specifications and as per directions of Engineer-in-charge 100mm and down nominal size of stone aggregate
| Cum | 1321.5 | 1321.5 | 2.16 | False | None | None | False | None | False | 2854.44 | 0 | | 2490278 | 75357 | None | blk0042 | Filter media Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. as per specifications and as per directions of Engineer-in-charge 20mm nominal size
| Cum | 1471.5 | 1471.5 | 2.1 | False | None | None | False | None | False | 3090.15 | 0 | | 2490279 | 75357 | None | blk0043 | Filter media Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. as per specifications and as per directions of Engineer-in-charge 12.5 mm nominal size
| Cum | 1471.5 | 1471.5 | 2.1 | False | None | None | False | None | False | 3090.15 | 0 |
| | 1707286308000 | 0 | None | None | Buildings | Estimate sock pit | 35884.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2490280 | 75358 | None | blk0044 | Estimate sock pit Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 3m depth as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR( I.No- 1.15.2)
| Cum | 320.0 | 320.0 | 8.71 | False | None | None | False | None | False | 2787.2 | 0 | | 2490281 | 75358 | None | blk0045 | 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 an d labour with all lead and lift. complete as per specificationsRDWS BengaluruZone B 2019-20(Sl.No.2.13
| Cum | 2355.0 | 2355.0 | 0.97 | False | None | None | False | None | False | 2284.35 | 0 | | 2490282 | 75358 | None | blk0046 | Providing & Laying 50mm thk RCC Ring (Ht' 260 mm) of internal dia 1500mm as per specifications and as per directions of Engineer-in-charge
| Each | 2500.0 | 2500.0 | 11.0 | False | None | None | False | None | False | 27500.0 | 0 | | 2490283 | 75358 | None | blk0047 | Precast Cover 75mm thk (1600mm Dia) as per specifications and as per directions of Engineer-in-charge
| Each | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 | | 2490284 | 75358 | None | blk0048 | 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 110mm dia pipe as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-2.2 P.No -134)
| Rmtr | 271.0 | 271.0 | 3.0 | False | None | None | False | None | False | 813.0 | 0 |
| | 1707286308000 | 0 | None | None | Buildings | Allid Infrastructure | 2224649.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2490285 | 75359 | None | BLK0001 | Roof for the planted bed For Two Nos: 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 PWD Building SR2021-22(page no 81INo.No.11.16.2)
| Kg | 136.0 | 136.0 | 3950.44 | False | None | None | False | None | False | 537259.84 | 0 | | 2490286 | 75359 | None | BALKUNDI02 | 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. as per specifications and as per directions of Engineer-in-charge ( PWD Buildings SR 2021-22- Item No. - 7.38 Page No.26 )
| Sqm | 566.0 | 566.0 | 276.0 | False | None | None | False | None | False | 156216.0 | 0 | | 2490287 | 75359 | None | BALKUNDI03 | Flexible Pavement (Ramp and Platform) Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading, gradingto required slope and compacting to meet the requirement complete as perspecifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work.as per specifications and as per directions of Engineer in charge PWD Common SR2021-22 ( page no A960), INo. No. 1.9 | Cum | 402.0 | 402.0 | 354.0 | False | None | None | False | None | False | 142308.0 | 0 | | 2490288 | 75359 | None | BALKUNDI04 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For grading -I Material as per specifications and as per directions of Engineer-in-charge PWD V3 Roads& Bridges SR2021-22( page no 21, INo. No. 4.2 P.No19 | Cum | 2235.0 | 2235.0 | 29.7 | False | None | None | False | None | False | 66379.5 | 0 | | 2490289 | 75359 | None | BALKUNDI05 | Prime coat 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 0.90 kg per m2 using mechanical means as per specifications and as per directions of Engineer-in-charge PWD V3 Roads& Bridges SR2021-22( page no 29 INo.No. 5.1) | Sqm | 42.0 | 42.0 | 198.0 | False | None | None | False | None | False | 8316.0 | 0 | | 2490290 | 75359 | None | BALKUNDI06 | Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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 in sub base / base course on well prepared surface and compacting with vibratary roller to achieve the desired density. as per specifications and as per directions of Engineer-in-charge as per specifications and as per directions of Engineer-in-chargePWD Roads SR2021- 22 ( page no 24, INo. No. 4.27) | Cum | 2394.0 | 2394.0 | 5.78 | False | None | None | False | None | False | 13837.32 | 0 | | 2490291 | 75359 | None | BALKUNDI07 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom as per specifications and as per directions of Engineer-in-charge PWD V3 Roads& Bridges SR2021-22( page no 29 INo.No. 5.3) | Sqm | 12.0 | 12.0 | 198.0 | False | None | None | False | None | False | 2376.0 | 0 | | 2490292 | 75359 | None | BALKUNDI08 | 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. as per specifications and as per directions of Engineer-in-charge PWD V3 Roads& Bridges SR2021-22(Item No. 5.19) | Sqm | 141.0 | 141.0 | 184.69 | False | None | None | False | None | False | 26041.29 | 0 | | 2490293 | 75359 | None | BALKUNDI09 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A Premix Sand Seal coat as per specifications and as per directions of Engineer-in-charge PWD V3 Roads & Bridges SR2021- 22 ( page no 39, INo. No. 5.21) | Sqm | 75.0 | 75.0 | 184.69 | False | None | None | False | None | False | 13851.75 | 0 | | 2490294 | 75359 | None | BALKUNDI10 | Additional Works at FSTP site Clearing grass and removal of rubbish by manual means upto a distance of 50 metres outside the periphery of the area cleaned complete as per specifications. PWD Roads SR2021- 22 ( page no 07, INo. No. 2.02)
| ha | 28900.0 | 28900.0 | 0.24 | False | None | None | False | None | False | 6936.0 | 0 | | 2490295 | 75359 | None | BALKUNDI11 | Supplying and fixing of -mm dia or - inch dia.
THERMOPLASTIC SEWER HOSE, constructed of polyester for intternal inner core, two braids of synthetic fibre reinforcing materials covered by polyesterurethane, minimum bend redius range - 125mm. Burst pressure shall not be less than 7500 PSI (525 bar), working pressure shall not be less than 3000 PSI (210 bar). Temparature limit 40 to 60 degree centigrade, with manufacturer’s test certificate confirming the above parameters with one year guarantee from the date of supply of the hose to the jetting / jetting cum suction machine . For combined jetting / suction machine. For 19mm dia or 3/4 dia BWSSB2021-22 ( page no 173, 34.1 T490A)
| No | 1289.0 | 1289.0 | 1.0 | False | None | None | False | None | False | 1289.0 | 0 | | 2490296 | 75359 | None | BALKUNDI12 | Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 em apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm complete as per specifiifications.MORTH Specification Maintenance of lawns or Turfing as per specifications and as per directions of Engineer-in-chargePW P&IWTD Bengaluru circle 2018- 19 SoR (Sl. No. 19.80)
| Sqm | 16.0 | 16.0 | 2185.63 | False | None | None | False | None | False | 34970.08 | 0 | | 2490297 | 75359 | None | BALKUNDI13 | Operator room with Toilet Block Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5m depth as per specifications and as per directions of Engineerincharge PWD 2021-22 VOLI Common SR( I.No- 1.15.1)
| Cum | 272.0 | 272.0 | 30.8 | False | None | None | False | None | False | 8377.6 | 0 | | 2490298 | 75359 | None | BALKUNDI14 | 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 as per specifications and as per directions of Engineer-in-charge RDWSBengaluru Zone B 2019-20(Sl.No.2.13)
| Cum | 2355.0 | 2355.0 | 13.29 | False | None | None | False | None | False | 31297.95 | 0 | | 2490299 | 75359 | None | BALKUNDI15 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(2.1.3)
| Cum | 5554.0 | 5554.0 | 0.83 | False | None | None | False | None | False | 4609.82 | 0 | | 2490300 | 75359 | None | BALKUNDI16 | 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 separatelyMix 1:2:4 (M15) Using 40 mm and down size graded crushed coarse aggregates) as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(-I.No 2.1.4) | Cum | 5926.0 | 5926.0 | 2.03 | False | None | None | False | None | False | 12029.78 | 0 | | 2490301 | 75359 | None | BALKUNDI17 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 5.4
| Cum | 5422.0 | 5422.0 | 10.75 | False | None | None | False | None | False | 58286.5 | 0 | | 2490302 | 75359 | None | BALKUNDI18 | 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 works as per Appendix-I as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR 2.2.1.1
| Cum | 9969.6 | 9969.6 | 6.44 | False | None | None | False | None | False | 64204.224 | 0 | | 2490303 | 75359 | None | BALKUNDI19 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 11.32
| Kg | 96.0 | 96.0 | 643.69 | False | None | None | False | None | False | 61794.24 | 0 | | 2490304 | 75359 | None | BALKUNDI20 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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 PWD 2021-22 VOL-II Building SR 6.3
| Cum | 7718.0 | 7718.0 | 20.08 | False | None | None | False | None | False | 154977.44 | 0 | | 2490305 | 75359 | None | BALKUNDI21 | 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 PWD 2021-22 VOL-II Building SR 8.3.1
| Sqm | 307.0 | 307.0 | 152.93 | False | None | None | False | None | False | 46949.51 | 0 | | 2490306 | 75359 | None | BALKUNDI22 | Providing 12 mm cement plaster with cement mortar 1:4 (1cement:4fine 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 specificationsand as per directions of Engineer-in-charge PWD Building SR2021- 22 ( page no 41, INo. No. 8.1.1) | Sqm | 218.0 | 218.0 | 23.15 | False | None | None | False | None | False | 5046.7 | 0 | | 2490307 | 75359 | None | BALKUNDI23 | Providing and laying red oxide flooring 40 mm thick, with an underlayer of 30mm thick M-15 cement concrete, using broken granite metalof 12.5mm nominal size and top layer of 10mm thick plaster with 1:3cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50kg of cement ) finished with floating coat of neat cement mixed with redoxide ( mix of same proportion ) , including cost of materials, labour,curing, complete as per specifications as per specifications and as per directions of Engineer-in-charge PWD Building SR2021- 22 ( page no 64, INo. No.9.37) | Sqm | 665.0 | 665.0 | 28.0 | False | None | None | False | None | False | 18620.0 | 0 | | 2490308 | 75359 | None | BALKUNDI24 | Providing skirting, dadooing, rises of steps with colour glazed tiles 10mm 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. Colour glazed tiles 15x15 cms 10 mm thick as per specifications and as per directions of Engineer-in-charge PWD Building SR2021- 22 ( page no 41, INo. No. 8.1.1) | Sqm | 1963.0 | 1963.0 | 14.3 | False | None | None | False | None | False | 28070.9 | 0 | | 2490309 | 75359 | None | BALKUNDI25 | 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. PWD Building SR 202122 page no 75, INo. No. 11.5.2 | Sqm | 3449.0 | 3449.0 | 5.67 | False | None | None | False | None | False | 19555.83 | 0 | | 2490310 | 75359 | None | BALKUNDI26 | Providing & fixing of 2-track x 2 panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) 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 with Galvanized 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 plainoat glass, standard hardware& single point locking system with Crescent Locks Wall thickness of frame & sash shall be of 2mm Maximum possible size1219 mm x1219mm. The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be included as per specifications and as per directions of Engineer-in-charge PWD Building SR2021- 22 page no 110, INo. No.12.84
| Sqm | 4114.0 | 4114.0 | 2.41 | False | None | None | False | None | False | 9914.74 | 0 | | 2490311 | 75359 | None | BALKUNDI27 | Providing and fixing M.S. grills of required pattern in frames ofwindows etc.with M.S. ats, square or round bars etc. including primingcoat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.2 as per specifications and as per directions of Engineer-in-charge PWD Building SR202122(page no 85, INo. No.11.34B | Kg | 143.0 | 143.0 | 50.51 | False | None | None | False | None | False | 7222.93 | 0 | | 2490312 | 75359 | None | BALKUNDI28 | 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. PWD Building SR2021-22 ( page no 45, INo.No.8.32) | Sqm | 112.0 | 112.0 | 152.93 | False | None | None | False | None | False | 17128.16 | 0 | | 2490313 | 75359 | None | BALKUNDI29 | Distempering with oil bound washable distemper of approved brand and manufacture 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) as per specifications and as per directions of Engineer-in-charge PWD Building SR2021- 22 ( page no 46, INo. No.8.25)
| Sqm | 105.0 | 105.0 | 23.15 | False | None | None | False | None | False | 2430.75 | 0 | | 2490314 | 75359 | None | BALKUNDI30 | 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 as per specifications and as per directions of Engineer-in-charge PWD Building SR2021-22 ( page no 121, INo.No.14.1.1)
| Each | 4246.0 | 4246.0 | 2.0 | False | None | None | False | None | False | 8492.0 | 0 | | 2490315 | 75359 | None | BALKUNDI31 | 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 as per specifications and as per directions of Engineer-in charge PWD Building SR2021-22 ( page no 121, INo. No.14.4.1) | Unit | 3536.0 | 3536.0 | 1.0 | False | None | None | False | None | False | 3536.0 | 0 | | 2490316 | 75359 | None | BALKUNDI32 | 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 PWD Building SR2021-22 ( page no 122, INo.No.14.7.1)
| Unit | 2529.0 | 2529.0 | 2.0 | False | None | None | False | None | False | 5058.0 | 0 | | 2490317 | 75359 | None | BALKUNDI33 | Providing and fixing 100 mm sand cast Iron grating for gully trap.). as per specifications and as per directions of Engineer-in-charge PWD Building SR2021- 22 ( page no 126, INo. No.14.29)
| Each | 205.0 | 205.0 | 4.0 | False | None | None | False | None | False | 820.0 | 0 | | 2490318 | 75359 | None | BALKUNDI34 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-8.8 P.No -137 | Each | 345.0 | 345.0 | 4.0 | False | None | None | False | None | False | 1380.0 | 0 | | 2490319 | 75359 | None | BALKUNDI35 | Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipesconforming to IS 15778, having thermal stability for hot and cold watersupply including all CPVC plain and brass threaded fittings including
fixing the pipe with clamp at 1 00 mtr spacing. This includes Joining of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) as per specifications and as per directions of Engineer-in-charge PWD 2018-19 Bengaluru (Sl.N0-13.85.2)
| Mtr | 157.0 | 157.0 | 60.0 | False | None | None | False | None | False | 9420.0 | 0 | | 2490320 | 75359 | None | BALKUNDI36 | Providing and placing on terrace, polyethylene water storage tanks as per IS12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) as per specifications and as per directions of Engineer-in-charge PWD 2022 VolumeV BWSSB SR No-8.8 P.No -140
| No | 6828.0 | 6828.0 | 1.0 | False | None | None | False | None | False | 6828.0 | 0 | | 2490321 | 75359 | None | BALKUNDI37 | 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: PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-2.2 P.No -134)
| Mtr | 271.0 | 271.0 | 14.0 | False | None | None | False | None | False | 3794.0 | 0 | | 2490322 | 75359 | None | BALKUNDI38 | 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 as per specifications and as per directions of Engineer-in-charge | Each | 212.77 | 212.77 | 1.0 | False | None | None | False | None | False | 212.77 | 0 | | 2490323 | 75359 | None | BALKUNDI39 | Fencing work at FSTP site :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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR( I.No- 1.14) | Cum | 73.0 | 73.0 | 4.54 | False | None | None | False | None | False | 331.42 | 0 | | 2490324 | 75359 | None | BALKUNDI40 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(2.1.3)
| Cum | 5554.0 | 5554.0 | 4.54 | False | None | None | False | None | False | 25215.16 | 0 | | 2490325 | 75359 | None | BALKUNDI41 | 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 100x100x 6 mm@ 9.2 kg/m as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 11.57.2 | Kg | 96.0 | 96.0 | 2503.2 | False | None | None | False | None | False | 240307.2 | 0 | | 2490326 | 75359 | None | BALKUNDI42 | BALKUNDI42 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 11.58
| Sqm | 676.0 | 676.0 | 300.0 | False | None | None | False | None | False | 202800.0 | 0 | | 2490327 | 75359 | None | BALKUNDI43 | Registers and Stormwater Drain Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 3m depth as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR( I.No- 1.15.2) | Cum | 320.0 | 320.0 | 49.5 | False | None | None | False | None | False | 15840.0 | 0 | | 2490328 | 75359 | None | BALKUNDI44 | 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. as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-I Common SR(2.1.3)
| Cum | 5554.0 | 5554.0 | 2.16 | False | None | None | False | None | False | 11996.64 | 0 | | 2490329 | 75359 | None | BALKUNDI45 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 andminimumcompressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructedwith 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 as per specifications and as per directions of Engineer-in-charge PWD 2021-22 VOL-II Building SR 6.32 | Sqm | 1202.0 | 1202.0 | 28.8 | False | None | None | False | None | False | 34617.6 | 0 | | 2490330 | 75359 | None | BALKUNDI46 | 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 PWD 2021-22 VOL-II Building SR 8.3.1
| Sqm | 307.0 | 307.0 | 88.19 | False | None | None | False | None | False | 27074.33 | 0 | | 2490331 | 75359 | None | BALKUNDI47 | 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 as per specifications and as per directions of Engineer-in-charge PWD 2022 Volume-V BWSSB SR (Chapter-12 PVC PIPE WORKS No-2.2 P.No -134) | Mtr | 271.0 | 271.0 | 20.6 | False | None | None | False | None | False | 5582.6 | 0 | | 2490332 | 75359 | None | BALKUNDI48 | Providing, casting, curing and laying the following CC slabs Percolate register cover (700 x 700 x 50 mm) as per specifications and as per directions of Engineer-in-charge
| Each | 201.76 | 201.76 | 3.0 | False | None | None | False | None | False | 605.28 | 0 | | 2490333 | 75359 | None | BALKUNDI49 | Electrical works for Toilet Block Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7) In soil (ordinary) as per specifications and as per directions of Engineer-in-charge PWD Electrical Works 2014-15 (Item No. 7.9.1)
| Mtr | 78.0 | 78.0 | 20.0 | False | None | None | False | None | False | 1560.0 | 0 | | 2490334 | 75359 | None | BALKUNDI50 | 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. as per specifications and as per directions of Engineer-in-charge PWD Electrical Works 2014-15 (Item No. 7.2)
| No | 4150.0 | 4150.0 | 1.0 | False | None | None | False | None | False | 4150.0 | 0 | | 2490335 | 75359 | None | BALKUNDI52 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip PWD Electrical Works 2014-15 (Item No. 7.3.A) 25x3mm PWD Electrical Works 2014-15 (Item No. 7.3.A.1)
| Mtr | 77.0 | 77.0 | 5.0 | False | None | None | False | None | False | 385.0 | 0 | | 2490336 | 75359 | None | BALKUNDI53 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip PWD Electrical Works 2014-15 (Item No. 7.3.A) 600x600x3mm GI Plate PWD Electrical Works 2014-15 (Item No. 7.3.A.5)
| Each | 784.0 | 784.0 | 1.0 | False | None | None | False | None | False | 784.0 | 0 | | 2490337 | 75359 | None | BALKUNDI54 | 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, ru n with 18SWG GI fish wire wherever necessary 40 mm dia 2.5 mm thick as per specifications and as per directions of Engineer-in-charge SR for Electrical works 2021-22 (Item No. 1.1.4)
| Mtr | 113.0 | 113.0 | 20.0 | False | None | None | False | None | False | 2260.0 | 0 | | 2490338 | 75359 | None | BALKUNDI55 | 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 +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975:1970 4 core 16 sqmm as per specifications and as per directions of Engineer-in-charge PWD Electrical Works 2014-15 (Item No. 7.5.4)
| Mtr | 117.0 | 117.0 | 10.0 | False | None | None | False | None | False | 1170.0 | 0 | | 2490339 | 75359 | None | BALKUNDI56 | Supplying and fixing regular MCCB distribution Panel
confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC62262 with minimum IP43 protection provided withPolyurethane (PUR) gasket, with suitable earthing system, onwall/wood board/flush mounting using required cl A , bolts,nuts, etc., with provision for fixing of suitable type capacityMCCB's as an incomer for 3 phase Double door with necessarybus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing ofsingle/three phase suitable capacity MCB's as outgoingsconfirming to IS/IEC 60898 - 2.12 4 way as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 5.16.1) | Each | 9169.0 | 9169.0 | 1.0 | False | None | None | False | None | False | 9169.0 | 0 | | 2490340 | 75359 | None | BALKUNDI57 | 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 as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 3.5.3)
| Each | 244.0 | 244.0 | 1.0 | False | None | None | False | None | False | 244.0 | 0 | | 2490341 | 75359 | None | BALKUNDI58 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 3.6) 6A One Way Switch SR for Electrical Works 2021-22 3.6.1
| Each | 88.0 | 88.0 | 2.0 | False | None | None | False | None | False | 176.0 | 0 | | 2490342 | 75359 | None | BALKUNDI59 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 3.6) 6A Three Way Socket SR for Electrical Works 2021-22 3.6.3
| Each | 162.0 | 162.0 | 1.0 | False | None | None | False | None | False | 162.0 | 0 | | 2490343 | 75359 | None | BALKUNDI60 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 3.6)Stepped Fan Regulator Two Module SR for Electrical Works 2021-22 3.6.4
| Each | 313.0 | 313.0 | 1.0 | False | None | None | False | None | False | 313.0 | 0 | | 2490344 | 75359 | None | BALKUNDI61 | 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 as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 5.17.1)
| Each | 523.0 | 523.0 | 2.0 | False | None | None | False | None | False | 1046.0 | 0 | | 2490345 | 75359 | None | BALKUNDI62 | Point wiring using Copper wire with 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 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 upto 3Mtr from tapping point to out let via switch as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 2.1.1)
| Point | 276.0 | 276.0 | 1.0 | False | None | None | False | None | False | 276.0 | 0 | | 2490346 | 75359 | None | BALKUNDI63 | 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. as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 2.3.3)
| Mtr | 40.0 | 40.0 | 50.0 | False | None | None | False | None | False | 2000.0 | 0 | | 2490347 | 75359 | None | BALKUNDI64 | Supplying of feet PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 11.3.2)
| Each | 740.0 | 740.0 | 2.0 | False | None | None | False | None | False | 1480.0 | 0 | | 2490348 | 75359 | None | BALKUNDI65 | Fabricating, supplying and erection of . ms long hot
dip Galvanized Conical hot dip Pole with BSEN 10025 gradeS355JO steel plate for shaft, IS 2062 for base plate with dooropening arrangements, including suitable boards, Bakelitesheet and MCBs as per IS specifications suitable to withstandthe wind speed of 47 m/s for . m Pole in single section andsingle joint welded as per IS 9595/IS10178AWS havingdimensions bottom . mm , top . mm with 3 mm thick,suitable base plate and 4Nos of.long J bolts along withtemplate and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia Each as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No.4.2.3)
| Each | 7553.0 | 7553.0 | 2.0 | False | None | None | False | None | False | 15106.0 | 0 | | 2490349 | 75359 | None | BALKUNDI66 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70% maximum light intensity shouldbe between 60 degrees to 70 degrees. CCT 5500K, IP66optical and electrical compartment & impact resistance ofcomplete luminaire IK08. Power Factor 0.9 withmains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatiblefor pole mounting with outer dia of 40mm to 50mm. UniversalVoltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598,LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB.Top access street light with single screw to ensure ease ofmaintenance at the sight site location with minimized minimaltools. LED Light fixture with .W System Powerconsumption. LED Efficiency 1301m/w, nominal CRI 75.Luminaire manufacturer should have in-house facilityaccredited by NABL/CPRI & any Government certifiedagency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shallbe Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned as per specifications and as per directions of Engineer-in-charge SR for Electrical Works 2021-22 (Item No. 11.8.3) | No | 5955.0 | 5955.0 | 2.0 | False | None | None | False | None | False | 11910.0 | 0 | | 2490350 | 75359 | None | BALKUNDI67 | Procuring and installation of 0.5 HP pump for the maintenance of modules as specified by the EIC as per specifications and as per directions of Engineer-in-charge
| No | 8250.0 | 8250.0 | 1.0 | False | None | None | False | None | False | 8250.0 | 0 |
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