| 1726223325000 | 0 | None | None | Other Works | Construction of Grey Water Treatment Plant and Recycling in Manvi Town | 337906.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4001715 | 154840 | None | code01 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. PWD CSR Vol-II 2023-24 P.No.125, I.No.13.49 | m | 596.4 | 596.4 | 30.0 | False | None | None | False | None | False | 17892.0 | 0 | | 4001716 | 154840 | None | code02 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete 150 mm clamp PWD CSR Vol-II 2023-24 P.No.176, I.No.17.10.2 | Kg | 1956.15 | 1956.15 | 5.0 | False | None | None | False | None | False | 9780.75 | 0 | | 4001717 | 154840 | None | code03 | Earth work excavation for pipelines/cables by Manual means In all kinds of soils. Depth upto 1.50m 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. PWD CSR Vol-I 2023-24 P.No.6, I.No.1.6.1 | m | 508.2 | 508.2 | 20.0 | False | None | None | False | None | False | 10164.0 | 0 | | 4001718 | 154840 | None | code04 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 160mm dia., 6 kg/sqcm & class 3 PWD CSR Vol-V 2023-24 P.No.113, I.No.10.1.9 | m | 648.9 | 648.9 | 20.0 | False | None | None | False | None | False | 12978.0 | 0 | | 4001719 | 154840 | None | code05 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cut of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:160mm PWD CSR Vol-V 2023-24 P.No.121, I.No.10.15.9 | m | 132.3 | 132.3 | 20.0 | False | None | None | False | None | False | 2646.0 | 0 | | 4001720 | 154840 | None | code06 | Earth work excavation for Foundation In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m 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. PWD SR 2023-24 Vol: 1 P.NO. 8 I.No: 1.15.2 | Cum | 446.25 | 446.25 | 32.25 | False | None | None | False | None | False | 14391.5625 | 0 | | 4001721 | 154840 | None | code07 | Providing and laying in position Cement Concrete Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.2 | Cum | 5947.2 | 5947.2 | 2.15 | False | None | None | False | None | False | 12786.48 | 0 | | 4001722 | 154840 | None | code08 | Providing and laying in position Cement ConcreteMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.6 | Cum | 6555.15 | 6555.15 | 2.15 | False | None | None | False | None | False | 14093.5725 | 0 | | 4001723 | 154840 | None | code09 | Providing Brick work with common burnt clay Non 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 CSR Vol-II 2023-24 P.No.13, I.No.6.1 | Cum | 8631.0 | 8631.0 | 11.44 | False | None | None | False | None | False | 98738.64 | 0 | | 4001724 | 154840 | None | code10 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures (Dains) PWD CSR Vol-1 2023-24 P.No.18, I.No.2.11.h | Tonne | 82961.55 | 82961.55 | 0.2108 | False | None | None | False | None | False | 17488.29474 | 0 | | 4001725 | 154840 | None | code11 | Providing and laying in position Cement ConcreteMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.6 | Cum | 9832.73 | 9832.73 | 1.4725 | False | None | None | False | None | False | 14478.694925 | 0 | | 4001726 | 154840 | None | code12 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete: Medium Duty. PWD CSR Vol-V 2023-24 P.No.196, I.No.16.23.1 | Set | 2009.7 | 2009.7 | 2.0 | False | None | None | False | None | False | 4019.4 | 0 | | 4001727 | 154840 | None | code13 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. PWD CSR Vol-II 2023-24 P.No.86, I.No.11.31 | Kg | 120.75 | 120.75 | 54.0 | False | None | None | False | None | False | 6520.5 | 0 | | 4001728 | 154840 | None | code14 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding PWD CSR Vol-II 2023-24 P.No.86, I.No.11.34A | Kg | 176.4 | 176.4 | 101.25 | False | None | None | False | None | False | 17860.5 | 0 | | 4001729 | 154840 | None | code15 | 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. PWD CSR Vol-II 2023-24 P.No.40, I.No.8.1.1 | Sqm | 267.75 | 267.75 | 108.16 | False | None | None | False | None | False | 28959.84 | 0 | | 4001730 | 154840 | None | code16 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.PWD CSR Vol-II 2023-24 P.No.40, I.No.8.1.1 | Sqm | 93.45 | 93.45 | 108.16 | False | None | None | False | None | False | 10107.552 | 0 | | 4001731 | 154840 | None | code17 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. PWD CSR Vol-II 2023 24 P.No.171, I.No.17.1 | Cum | 1052.1 | 1052.1 | 2.904 | False | None | None | False | None | False | 3055.2984 | 0 | | 4001732 | 154840 | None | code18 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. PWD CSR Vol-II 2023-24 P.No.171, I.No.17.2 | Cum | 1245.3 | 1245.3 | 2.904 | False | None | None | False | None | False | 3616.3512 | 0 | | 4001733 | 154840 | None | code19 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. PWD CSR Vol-II 2023-24 P.No.171, I.No.17.3 | Cum | 1251.6 | 1251.6 | 2.904 | False | None | None | False | None | False | 3634.6464 | 0 | | 4001734 | 154840 | None | code20 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. PWD CSR Vol-II 2023-24 P.No.171, I.No.17.4 | Cum | 1405.95 | 1405.95 | 2.904 | False | None | None | False | None | False | 4082.8788 | 0 | | 4001735 | 154840 | None | code21 | Earth work excavation for pipelines/cables by Manual means In all kinds of soils. Depth upto 1.50m 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. PWD CSR Vol-I 2023-24 P.No.6, I.No.1.6.1 | m | 508.2 | 508.2 | 18.0 | False | None | None | False | None | False | 9147.6 | 0 | | 4001736 | 154840 | None | code22 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 50mm dia., 6 kg/sqcm & class 5PWD CSR Vol-V 2023-24 P.No.113, I.No.10.1.3 | m | 106.05 | 106.05 | 6.0 | False | None | None | False | None | False | 636.3 | 0 | | 4001737 | 154840 | None | code23 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 250 mm dia. PWD CSR Vol-V 2023-24 P.No.188, I.No.16.3.1 | m | 1157.1 | 1157.1 | 18.0 | False | None | None | False | None | False | 20827.8 | 0 |
|