1725967557000 | 0 | None | None | Other Works | Laying and Pipeline connection work including installation of cistern and construction of coverslab to RCC drain in Ward no10 | 167829.67 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3952318 | 153074 | None | 001 | 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 (PWD SR 2021-22 Vol:1 P.NO.8 I.No:1.14)
| Cum | 75.19 | 75.19 | 53.46 | False | None | None | False | None | False | 4019.6574 | 0 | 3952319 | 153074 | None | 002 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2021-22 Vol:1 P.NO.15 I.No:3.1 )
| Cum | 32.96 | 32.96 | 4.86 | False | None | None | False | None | False | 160.1856 | 0 | 3952320 | 153074 | None | 003 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately,Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates(PWD SR 2021-22 Vol:1 P.NO.15 I.No:2.1.3 )
| Cum | 5720.62 | 5720.62 | 0.97 | False | None | None | False | None | False | 5549.0014 | 0 | 3952321 | 153074 | None | 004 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :(PWD SR 2021-22 Vol:1 P.NO.15 I.No:2.1.3 )
| Cum | 4892.5 | 4892.5 | 5.91 | False | None | None | False | None | False | 28914.675 | 0 | 3952322 | 153074 | None | 005 | 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) (PWD SR 2021-22 Vol:1 P.NO.15 I.No:2.1.3 )
| Cum | 5004.77 | 5004.77 | 0.99 | False | None | None | False | None | False | 4954.7223 | 0 | 3952323 | 153074 | None | 006 | 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 SR 2021-22 Vol:2 P.NO.41 I.No:8.3.1 )
| Cum | 307.97 | 307.97 | 5.4 | False | None | None | False | None | False | 1663.038 | 0 | 3952324 | 153074 | None | 007 | Finishing walls with textured exterior paint of required shade :Old work (Two coats on existing cement paint surface applied @ 3.28 ltr/10 m² including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2021-22 Vol:2 P.NO.52 I.No:8.73.1 )
| Cum | 159.65 | 159.65 | 28.0 | False | None | None | False | None | False | 4470.2 | 0 | 3952325 | 153074 | None | 008 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm (PWD SR 2021-22 Vol:5 P.NO.136 I.No:5.2 )
| Each | 16893.03 | 16893.03 | 2.0 | False | None | None | False | None | False | 33786.06 | 0 | 3952326 | 153074 | None | 009 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work (PWD SR 2021-22 Vol:5 P.NO.136 I.No:5.3 )
| Each | 1938.46 | 1938.46 | 2.0 | False | None | None | False | None | False | 3876.92 | 0 | 3952327 | 153074 | None | 010 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.For 32 mm dia GI collar: (PWD SR 2021-22 Vol:5 P.NO.143 I.No:6.4)
| Each | 148.32 | 148.32 | 8.0 | False | None | None | False | None | False | 1186.56 | 0 | 3952328 | 153074 | None | 011 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for For 32 mm dia GI elbow (PWD SR 2021-22 Vol:5 P.NO.144 I.No:7.4)
| Each | 134.93 | 134.93 | 8.0 | False | None | None | False | None | False | 1079.44 | 0 | 3952329 | 153074 | None | 012 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any.For 32 mm dia GI BEND (PWD SR 2021-22 Vol:5 P.NO.144 I.No:8.4)
| Each | 174.07 | 174.07 | 4.0 | False | None | None | False | None | False | 696.28 | 0 | 3952330 | 153074 | None | 013 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. 32 mm dia GM (Copper alloy) Gate valves (PWD SR 2021-22 Vol:5 P.NO.147 I.No:16.4)
| Each | 1378.14 | 1378.14 | 4.0 | False | None | None | False | None | False | 5512.56 | 0 | 3952331 | 153074 | None | 014 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (PWD SR 2021-22 Vol:5 P.NO.163 I.No:38)
| Each | 6334.5 | 6334.5 | 1.0 | False | None | None | False | None | False | 6334.5 | 0 | 3952332 | 153074 | None | 015 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: a) PVC pipes 50mm dia., 6 kg/sqcm & class 5 (PWD SR 2021-22 Vol:5 P.NO.134 I.No:1.3)
| Mtr | 103.68 | 103.68 | 180.0 | False | None | None | False | None | False | 18662.4 | 0 | 3952333 | 153074 | None | 016 | Providing and laying in position Cement Concrete for all Foundation works. The ranite/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 appurtenancesrequired to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD SR 2023-24 Vol:1 P.NO.15 I.No:2.1.3
| Cum | 6475.61 | 6475.61 | 2.6 | False | None | None | False | None | False | 16836.586 | 0 | 3952334 | 153074 | None | 017 | Form Work as per recommendations fo technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Drain Form Works consider 35%
| Cum | 2246.66 | 2246.66 | 2.6 | False | None | None | False | None | False | 5841.316 | 0 | 3952335 | 153074 | None | 018 | 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 andtechnical specification (PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11 h)
| Tonne | 81381.33 | 81381.33 | 0.2 | False | None | None | False | None | False | 16276.266 | 0 | 3952336 | 153074 | None | 019 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications (pwd dsr 2023-24, V-1, Ino.1.10, page no.7)
| Cum | 164.8 | 164.8 | 48.6 | False | None | None | False | None | False | 8009.28 | 0 |
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