| 2462141 | 74471 | None | PWD SR 2021-22 Vol:1 P.NO.8 I.No:1.14) | 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 | 55.08 | False | None | None | False | None | False | 4141.4652 | 0 |
| 2462142 | 74471 | None | PWD SR 2021-22 Vol:1 P.NO.15 I.No:3.1 ) | 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 | 2.43 | False | None | None | False | None | False | 80.0928 | 0 |
| 2462143 | 74471 | None | PWD SR 2021-22 Vol:1 P.NO.15 I.No:2.1.3 ) | 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 | 0.49 | False | None | None | False | None | False | 2803.1038 | 0 |
| 2462144 | 74471 | None | PWD SR 2021-22 Vol:1 P.NO.15 I.No:2.1.3 ) | 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 | 2.96 | False | None | None | False | None | False | 14481.8 | 0 |
| 2462145 | 74471 | None | PWD SR 2021-22 Vol:1 P.NO.15 I.No:2.1.3 ) | 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 | 0.5 | False | None | None | False | None | False | 2502.385 | 0 |
| 2462146 | 74471 | None | PWD SR 2021-22 Vol:2 P.NO.41 I.No:8.3.1 ) | 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 | 2.7 | False | None | None | False | None | False | 831.519 | 0 |
| 2462147 | 74471 | None | PWD SR 2021-22 Vol:2 P.NO.52 I.No:8.73.1 ) | 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 | 14.0 | False | None | None | False | None | False | 2235.1 | 0 |
| 2462148 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.136 I.No:5.2 ) | 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 |
| 2462149 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.136 I.No:5.3 ) | 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 |
| 2462150 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.143 I.No:4.4) | Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for:20.88.4: 32 mm nominal bore (PWD SR 2021-22 Vol:5 P.NO.143 I.No:4.4) | Each | 310.03 | 310.03 | 1.0 | False | None | None | False | None | False | 310.03 | 0 |
| 2462151 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.143 I.No:6.4) | 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 | 4.0 | False | None | None | False | None | False | 593.28 | 0 |
| 2462152 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.144 I.No:7.4) | 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 | 2.0 | False | None | None | False | None | False | 269.86 | 0 |
| 2462153 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.144 I.No:8.4) | 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 | 1.0 | False | None | None | False | None | False | 174.07 | 0 |
| 2462154 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.147 I.No:16.4) | 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 | 2.0 | False | None | None | False | None | False | 2756.28 | 0 |
| 2462155 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.163 I.No:38) | 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 |
| 2462156 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.164 I.No:41.2) | Labour charges for providing connection using insulated sheat hed steel wire cableas per IS 1554/ 1988 with latest amendmentsfrom KPTCLpole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing ofas per instructions of engineer incharge of work. (PWD SR 2021-22 Vol:5 P.NO.164 I.No:41.2) | Each | 200.85 | 200.85 | 10.0 | False | None | None | False | None | False | 2008.5 | 0 |
| 2462157 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.164 I.No:42) | ProvidingmainconnectionfrompolePVCinsulatedsheathedsteelwire cable in new trench asper IS1554/1988 with latestamendmentswithISI mark from KPTCL pole to meter board unit. (PWD SR 2021-22 Vol:5 P.NO.164 I.No:42) | Each | 139.05 | 139.05 | 5.0 | False | None | None | False | None | False | 695.25 | 0 |
| 2462158 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.165 I.No:45) | Earthing:Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe otheconduits etc. istoestablished through GI wire of size sas perclause7.3.3 of IS732 using 12 mm bolts, nuts, washersandchecknuts,thepipe shall have 16 through holes of 12mm dia. (PWD SR 2021-22 Vol:5 P.NO.165 I.No:45) | Each | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 |
| 2462159 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.134 I.No:1.3) | 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 | 195.0 | False | None | None | False | None | False | 20217.6 | 0 |
| 2462160 | 74471 | None | PWD SR 2021-22 Vol:5 P.NO.158 I.No:9.3 ) | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. (PWD SR 2021-22 Vol:5 P.NO.158 I.No:9.3 ) | No | 23337.74 | 23337.74 | 1.0 | False | None | None | False | None | False | 23337.74 | 0 |