| 3352408 | 117890 | None | CSR2023-24 Vol-5 P.No. 140 I.No.12.4 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWSor P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc., Compleat | Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 |
| 3352409 | 117890 | None | CSR2023-24 Vol-5 P.No139 I.No.12.2.1 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50Mtrs Borewell depth of 50 to 100 Mtrs | m | 318.27 | 318.27 | 50.0 | False | None | None | False | None | False | 15913.5 | 0 |
| 3352410 | 117890 | None | CSR2023-24 Vol-5 PNo 139 I.No.12.2.1 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden up to 20M, fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) | m | 398.61 | 398.61 | 50.0 | False | None | None | False | None | False | 19930.5 | 0 |
| 3352411 | 117890 | None | CSR2023-24 Vol-5 P.No.139. I.No.12.2.3 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Borewell depth of 100 to 150 Mt | m | 424.36 | 424.36 | 20.0 | False | None | None | False | None | False | 8487.2 | 0 |
| 3352412 | 117890 | None | CSR 2023-24 Vol-5 P.No.143. I.No.12.32 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe
grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and
latest ammendments, electrical resistance welded steel tubes, material
and conforming to IS 1387-1993 and manufactured by basic open
hearth electric or basic oxygen process in random length of 5-7m both
ends.threaded conforming to IS 554-1985 one end fixed with socket
conforming to IS 4270-2001 and the other end with screwed pipes all
shall be responsibaly free from defects. The tubes shall be responsible
straight end should be with ISI marking weighing 25.10kg/m prices
include Collar-Medium duty. | m | 1990.99 | 1990.99 | 30.0 | False | None | None | False | None | False | 59729.7 | 0 |
| 3352413 | 117890 | None | CSR2023-24 Vol-5 P.No.143. I.No.12.34 | Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineers in Charge. | Each | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 |
| 3352414 | 117890 | None | CSR2023-24 Vol-5 P.No.151. I.No.13.13.4 | Providing Submersible Pump Set of 150mm dia suitable for bore well and
confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt
Motor as per specifications, to work site as per necessary amendments
and instructions of engineer in charge of work. For 3 HP etc. complete. 5.00 HP - 135 LPM @ 84 m = 12 STG Outlet dia - 2.00" | Each | 29702.11 | 29702.11 | 1.0 | False | None | None | False | None | False | 29702.11 | 0 |
| 3352415 | 117890 | None | CSR2023-24 Vol-5 P.No.154. I.No.13.22.3 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4 Sqm | m | 139.05 | 139.05 | 120.0 | False | None | None | False | None | False | 16686.0 | 0 |
| 3352416 | 117890 | None | CSR2023-24 Vol-5 P.No.154. I.No.13.23.1 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.Size 63 mm | Each | 428.48 | 428.48 | 1.0 | False | None | None | False | None | False | 428.48 | 0 |
| 3352417 | 117890 | None | CSR2023-24 Vol-5 P.No.154. I.No.13.24.1 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Size 50 mm | Each | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 |
| 3352418 | 117890 | None | CSR2023-24 Vol-5 P.No.154. I.No.13.25.1 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Size 50 mm | Each | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 |
| 3352419 | 117890 | None | CSR2023-24 Vol-5 P.No.154. I.No.13.23.2 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no for outdoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete.3 to 6 HP pump | Each | 9836.5 | 9836.5 | 1.0 | False | None | None | False | None | False | 9836.5 | 0 |
| 3352420 | 117890 | None | CSR2023-24 Vol-5 P.No.155. I.No.13.25 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 566.5 | 566.5 | 1.0 | False | None | None | False | None | False | 566.5 | 0 |
| 3352421 | 117890 | None | CSR2023-24 Vol-5 P.No.155. I.No.13.28 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments.50 mm | m | 566.5 | 566.5 | 100.0 | False | None | None | False | None | False | 56650.0 | 0 |
| 3352422 | 117890 | None | CSR2023-24 Vol-5 P.No.155. I.No.13.32 | 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. | Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 |
| 3352423 | 117890 | None | CSR2023-24 Vol-5 P.No.155. I.No.13.33 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1390.5 | 1390.5 | 1.0 | False | None | None | False | None | False | 1390.5 | 0 |
| 3352424 | 117890 | None | CSR2023-24 Vol-5 P.No.156. I.No.13.36 | Providing main connection from pole PVC insulated sheathed steel wire
cable in new trench as per IS 1554/ 1988 with latest amendments with
ISI mark from KPTCL pole to meter board unit | m | 139.05 | 139.05 | 10.0 | False | None | None | False | None | False | 1390.5 | 0 |
| 3352425 | 117890 | None | CSR2023-24 Vol-5 P.No.157. I.No.13.39 | Earthing: Providing 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 to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. | Job | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 |
| 3352426 | 117890 | None | CSR2023-24 Vol-1 P.No.5. I.No.1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 249.26 | 249.26 | 2.664 | False | None | None | False | None | False | 664.02864 | 0 |
| 3352427 | 117890 | None | CSR2023-24 Vol-1 P.No.15. I.No.2.1.2 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates . | Cum | 5823.62 | 5823.62 | 0.945 | False | None | None | False | None | False | 5503.3209 | 0 |
| 3352428 | 117890 | None | CSR2023-24 Vol-1 P.No.15. I.No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as perrelevant 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, labor, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per | Cum | 6475.61 | 6475.61 | 1.386 | False | None | None | False | None | False | 8975.19546 | 0 |
| 3352429 | 117890 | None | CSR2023-24 Vol-2 P.No.9. I.No.5.1.1 | 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) up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5779.33 | 5779.33 | 2.7 | False | None | None | False | None | False | 15604.191 | 0 |
| 3352430 | 117890 | None | CSR2023-24 Vol-2 P.No.41. I.No.8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labor, curing complete as per specifications and as per directions of Engineer-in-charge. Cement mortar 1:6 | Sqm | 342.99 | 342.99 | 3.6 | False | None | None | False | None | False | 1234.764 | 0 |
| 3352431 | 117890 | None | CSR2023-24 Vol-5 P.No.156. I.No.13.35.2 | Labor charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work | Job | 164.8 | 164.8 | 1.0 | False | None | None | False | None | False | 164.8 | 0 |
| 3352432 | 117890 | None | CSR2023-24 Vol-1 P.No.5. I.No.1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 249.26 | 249.26 | 8.1 | False | None | None | False | None | False | 2019.006 | 0 |
| 3352433 | 117890 | None | CSR2023-24 Vol-5 P.No.120. I.No.10.14.8 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.:6 Kg/m2: 63mm(weight of pipe -0.662 kg) | m | 143.17 | 143.17 | 15.0 | False | None | None | False | None | False | 2147.55 | 0 |
| 3352434 | 117890 | None | CSR2023-24 Vol-5 P.No.117. I.No.10.9 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments | Each | 104.03 | 104.03 | 2.0 | False | None | None | False | None | False | 208.06 | 0 |
| 3352435 | 117890 | None | CSR2023-24 Vol-5 P.No.119. I.No.10.13 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments | Each | 91.67 | 91.67 | 2.0 | False | None | None | False | None | False | 183.34 | 0 |
| 3352436 | 117890 | None | CSR2023-24 Vol-5 P.No.117. I.No.10.10 | 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 | Each | 79.31 | 79.31 | 1.0 | False | None | None | False | None | False | 79.31 | 0 |
| 3352437 | 117890 | None | CSR2023-24 Vol-5 P.No.129. I.No.11.7.6 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:. For 50 mm dia GI elbow | Each | 275.01 | 275.01 | 3.0 | False | None | None | False | None | False | 825.03 | 0 |
| 3352438 | 117890 | None | CSR2023-24 Vol-5 P.No.128. I.No.11.3.6 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Heavy Duty GI pipe of 50mm dia | m | 699.37 | 699.37 | 1.0 | False | None | None | False | None | False | 699.37 | 0 |
| 3352439 | 117890 | None | CSR2023-24 Vol-1 P.No.7. I.No.1.10 | 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. | Cum | 164.8 | 164.8 | 8.1 | False | None | None | False | None | False | 1334.88 | 0 |
| 3352440 | 117890 | None | CSR2023-24 Vol-2 P.No.123. I.No.13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 9.27 | 9.27 | 2000.0 | False | None | None | False | None | False | 18540.0 | 0 |
| 3352441 | 117890 | None | CSR2023-24 Vol-5 P.No.38. I.No.2.72.2 | Supply of PPR Ball Valve Plastic (Heavy Body) confirming to IS 15801-2008 and DIN Standards 8077/8092 | Each | 212.18 | 212.18 | 1.0 | False | None | None | False | None | False | 212.18 | 0 |