| 1723095591000 | 1 | None | None | Other Works | Drilling of Borewells, erection of motor pump for borewells from ward no.1 to 35, road development work and construction of cement concrete drain in ward no 8,15, 18, 21, 26, 28 and 30 Hassan city. | 36802813.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3719599 | 137747 | None | code01 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or 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. (2023-24 SR V-5 It no 12.4 P.no 140) | Each | 5446.64 | 5446.64 | 41.0 | False | None | None | False | None | False | 223312.24 | 0 | | 3719600 | 137747 | None | code02 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 0 to 50 m (2023-24 SR V-5 It no 12.1.1 P.no 139) | m | 381.1 | 381.1 | 2050.0 | False | None | None | False | None | False | 781255.0 | 0 | | 3719601 | 137747 | None | code03 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100 m (2023-24 SR V-5 It no 12.1.2 P.no 139) | m | 477.92 | 477.92 | 2050.0 | False | None | None | False | None | False | 979736.0 | 0 | | 3719602 | 137747 | None | code04 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 100 to 150 m (2023-24 SR V-5 It no 12.1.3 P.no 139) | m | 507.79 | 507.79 | 2050.0 | False | None | None | False | None | False | 1040969.5 | 0 | | 3719603 | 137747 | None | code05 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 150 to 200 m (2023-24 SR V-5 It no 12.1.4 P.no 139) | m | 589.16 | 589.16 | 400.0 | False | None | None | False | None | False | 235664.0 | 0 | | 3719604 | 137747 | None | code06 | 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. (2023-24 SR V-5 It no 12.32 P.no 143) | m | 1990.99 | 1990.99 | 1845.0 | False | None | None | False | None | False | 3673376.55 | 0 | | 3719605 | 137747 | None | code07 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 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 Engineer in charge (2023-24 SR V-5 It no 12.34 P.no 143) | Each | 168.92 | 168.92 | 41.0 | False | None | None | False | None | False | 6925.72 | 0 | | 3719606 | 137747 | None | code08 | Providing,supplying to work site, 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,as per necessary ammendments and instructions of engineer incharge of work. For 6.50 HP - 135 LPM @ 110 m = 12 STG Outlet Dia - 2.00" (2023-24 SR V-5, P-152 I-13.14.5) | Each | 33588.3 | 33588.3 | 38.0 | False | None | None | False | None | False | 1276355.4 | 0 | | 3719607 | 137747 | None | code09 | Providing, Laying and Fixing 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 Medium Duty GI pipe: (SR 2023-24 V-5 P.no: 127, I.no:11.2.6 ) | m | 601.52 | 601.52 | 3496.0 | False | None | None | False | None | False | 2102913.92 | 0 | | 3719608 | 137747 | None | code10 | Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.(2023-24 SR V-5, P-129 I-11.6.6) | Each | 275.01 | 275.01 | 608.0 | False | None | None | False | None | False | 167206.08 | 0 | | 3719609 | 137747 | None | code11 | 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. 1x3x2.5 Sqm (2023-24 SR V-5, P-154 I-13.22.2) | m | 87.55 | 87.55 | 4180.0 | False | None | None | False | None | False | 365959.0 | 0 | | 3719610 | 137747 | None | code12 | 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 (2023-24 SR V-5, P-154 I-13.25) | Each | 1287.5 | 1287.5 | 38.0 | False | None | None | False | None | False | 48925.0 | 0 | | 3719611 | 137747 | None | code13 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor. up to 12.5 HP. (PWD Elec SR 2023-24, pno-14, ino-5.2.1) | Each | 7678.65 | 7678.65 | 38.0 | False | None | None | False | None | False | 291788.7 | 0 | | 3719612 | 137747 | None | code14 | Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machineries like induction motor. (PWD Elec SR 2023-24, pno-19, ino-5.37). | Kvar | 494.4 | 494.4 | 76.0 | False | None | None | False | None | False | 37574.4 | 0 | | 3719613 | 137747 | None | code15 | Fixing a shunt capacitor of KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor.Upto 5 KVAR (PWD Elec SR 2023-24, pno-57, ino-13.17.1) | Each | 278.1 | 278.1 | 38.0 | False | None | None | False | None | False | 10567.8 | 0 | | 3719614 | 137747 | None | code16 | 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 PWD Elec SR 2019-20, pno-41, ino-6.6.2. | Rmtr | 102.0 | 102.0 | 950.0 | False | None | None | False | None | False | 96900.0 | 0 | | 3719615 | 137747 | None | code17 | Supplying and fixing of class A medium duty GI pipe of wall thickness not less than 3.25mm on pole wall drain crossing with necessary clamping arrangements for UG cable of 1.1 KV 40 mm (PWD Elec SR 2019-20, pno-41, ino-6.9.1) | Rmtr | 335.0 | 335.0 | 1140.0 | False | None | None | False | None | False | 381900.0 | 0 | | 3719616 | 137747 | None | code18 | 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 and resistivity as per IS 3975 cable 4 core 10 Sqmm (PWD Elec SR 2023-24, pno-13, Sl no.199) | Km | 121544.12 | 121544.12 | 0.81 | False | None | None | False | None | False | 98450.7372 | 0 | | 3719617 | 137747 | None | code19 | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe toneware pipe on wall on pole as required. In existing trench duct. a) 6 Sqmm to 16 Sqmm. (PWD Elec SR 2019-20, pno-41, ino-6.5.1). | Rmtr | 11.88 | 11.88 | 1000.0 | False | None | None | False | None | False | 11880.0 | 0 | | 3719618 | 137747 | None | code20 | Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc.,10 Sqmm (PWD Elec SR 2019-20, pno-42, ino-6.10.1). | Nos | 260.0 | 260.0 | 38.0 | False | None | None | False | None | False | 9880.0 | 0 | | 3719619 | 137747 | None | code21 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Elect SR 2023-24, page 54, i.no 12.56). | Each | 3615.3 | 3615.3 | 38.0 | False | None | None | False | None | False | 137381.4 | 0 | | 3719620 | 137747 | None | code22 | 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 TPN (PWD Elect SR 2023-24, page-17, i.no-5.18.7). | Nos | 1768.51 | 1768.51 | 38.0 | False | None | None | False | None | False | 67203.38 | 0 | | 3719621 | 137747 | None | code23 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden panel using necessary nuts, bolts and washers 32 amps (PWD Elect SR 2023-24, page-14, i.no-5.7.2). | Nos | 248.23 | 248.23 | 228.0 | False | None | None | False | None | False | 56596.44 | 0 | | 3719622 | 137747 | None | code24 | Main connection from pole PVC insulated sheathed steel wire cable 31 2 10sqm | Rmtr | 176.98 | 176.98 | 1620.0 | False | None | None | False | None | False | 286707.6 | 0 | | 3719623 | 137747 | None | code25 | Out door type consists of two units Meterboard unit and Pannel board unit upto 6HP | Nos | 8500.0 | 8500.0 | 38.0 | False | None | None | False | None | False | 323000.0 | 0 | | 3719624 | 137747 | None | code26 | Providing 7 lever lock (MR) | Nos | 99.0 | 99.0 | 38.0 | False | None | None | False | None | False | 3762.0 | 0 | | 3719625 | 137747 | None | code27 | Earth work excavation for pipelines/cables by Manual means 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. (2023-24 SR V-1 It no 1.6.1 P.no 6) | Cum | 498.52 | 498.52 | 4185.0 | False | None | None | False | None | False | 2086306.2 | 0 | | 3719626 | 137747 | None | code28 | 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: PVC pipes 63mm dia., 6 kg/sqcm & class 3 (2023-24 SR V-5 It no 10.1.4 P.no 113) | m | 165.83 | 165.83 | 5050.0 | False | None | None | False | None | False | 837441.5 | 0 | | 3719627 | 137747 | None | code29 | 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: PVC pipes 75mm dia., 6 kg/sqcm & class 3 (2023-24 SR V-5 It no 10.1.5 P.no 113) | m | 226.6 | 226.6 | 2000.0 | False | None | None | False | None | False | 453200.0 | 0 | | 3719628 | 137747 | None | code30 | 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: PVC pipes 90mm dia., 6 kg/sqcm & class 3 (2023-24 SR V-5 It no 10.1.6 P.no 113) | m | 302.82 | 302.82 | 700.0 | False | None | None | False | None | False | 211974.0 | 0 | | 3719629 | 137747 | None | code31 | 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. For 65 mm dia GM (Copper alloy) Gate valves (2023-24SR V-5 It no 11.15.7 P.no 133) | Each | 1925.07 | 1925.07 | 45.0 | False | None | None | False | None | False | 86628.15 | 0 | | 3719630 | 137747 | None | code32 | 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. For 80 mm dia GM (Copper alloy) Gate valves (2023-24SR V-5 It no 11.15.8 P.no 133) | Each | 1959.06 | 1959.06 | 15.0 | False | None | None | False | None | False | 29385.9 | 0 | | 3719631 | 137747 | None | code33 | 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. For 100 mm dia GM (Copper alloy) Gate valves (2023-24 SR V-5 It no 11.15.9 P.no 133) | Each | 2020.86 | 2020.86 | 7.0 | False | None | None | False | None | False | 14146.02 | 0 | | 3719632 | 137747 | None | code34 | 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 63 mm dia PVC Elbows (2023-24 SR V-5 It no 10.9.5 P.no 117) | Each | 104.03 | 104.03 | 97.0 | False | None | None | False | None | False | 10090.91 | 0 | | 3719633 | 137747 | None | code35 | 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 75 mm dia PVC Elbows (2023-24 SR V-5 It no 10.9.6 P.no 117) | Each | 197.76 | 197.76 | 45.0 | False | None | None | False | None | False | 8899.2 | 0 | | 3719634 | 137747 | None | code36 | 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 90 mm dia PVC Elbows (2023-24 SR V-5 It no 10.9.7 P.no 117) | Each | 284.28 | 284.28 | 15.0 | False | None | None | False | None | False | 4264.2 | 0 | | 3719635 | 137747 | None | code37 | 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 63 mm dia PVC Elbows (2023-24 SR V-5 It no 10.10.5 P.no 117) | Each | 79.31 | 79.31 | 60.0 | False | None | None | False | None | False | 4758.6 | 0 | | 3719636 | 137747 | None | code38 | 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 75 mm dia PVC Elbows (2023-24 SR V-5 It no 10.10.6 P.no 117) | Each | 120.51 | 120.51 | 30.0 | False | None | None | False | None | False | 3615.3 | 0 | | 3719637 | 137747 | None | code39 | 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 90 mm dia PVC Elbows (2023-24 SR V-5 It no 10.10.7 P.no 117) | Each | 176.13 | 176.13 | 10.0 | False | None | None | False | None | False | 1761.3 | 0 | | 3719638 | 137747 | None | code40 | 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 63 mm dia PVC Elbows (2023-24 SR V-5 It no 10.11.5 P.no 118) | Each | 172.01 | 172.01 | 55.0 | False | None | None | False | None | False | 9460.55 | 0 | | 3719639 | 137747 | None | code41 | 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 75 mm dia PVC Elbows (2023-24 SR V-5 It no 10.11.6 P.no 118) | Each | 252.35 | 252.35 | 30.0 | False | None | None | False | None | False | 7570.5 | 0 | | 3719640 | 137747 | None | code42 | 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 90 mm dia PVC Elbows (2023-24 SR V-5 It no 10.11.7 P.no 118) | Each | 401.7 | 401.7 | 10.0 | False | None | None | False | None | False | 4017.0 | 0 | | 3719641 | 137747 | None | code43 | 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 63 mm dia PVC Elbows (2023-24 SR V-5 It no 10.13.5 P.no 119) | Each | 91.67 | 91.67 | 51.0 | False | None | None | False | None | False | 4675.17 | 0 | | 3719642 | 137747 | None | code44 | 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 75 mm dia PVC Elbows (2023-24 SR V-5 It no 10.13.6 P.no 119) | Each | 107.12 | 107.12 | 25.0 | False | None | None | False | None | False | 2678.0 | 0 | | 3719643 | 137747 | None | code45 | 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 90 mm dia PVC Elbows (2023-24 SR V-5 It no 10.13.7 P.no 119) | Each | 152.44 | 152.44 | 10.0 | False | None | None | False | None | False | 1524.4 | 0 | | 3719644 | 137747 | None | code46 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. (2023-24 SR V-2 P.No-187 I.No-19.2.1) | Cum | 1712.89 | 1712.89 | 51.5163 | False | None | None | False | None | False | 88241.755107 | 0 | | 3719645 | 137747 | None | code47 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m ( CSR-2023-24 V-1 I.NO-1.17.2 P.NO-10 ) | Cum | 340.93 | 340.93 | 1345.7166 | False | None | None | False | None | False | 458795.160438 | 0 | | 3719646 | 137747 | None | code48 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 M depth & Medium duty SFRC cover & frame ( CSR-2023-24 V-5 I.NO-16.40.2 P.NO-201 ) | Nos | 47848.65 | 47848.65 | 22.0 | False | None | None | False | None | False | 1052670.3 | 0 | | 3719647 | 137747 | None | code49 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 230 mm dia. pipes ( CSR-2023-24 V-5 I.NO-16.2.4 P.NO-188 ) | Rmtr | 964.08 | 964.08 | 555.0 | False | None | None | False | None | False | 535064.4 | 0 | | 3719648 | 137747 | None | code50 | Lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) . The rubber gasket shall be fixed rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints ( CSR-2023-24 V-5 I.NO-16.6.4 P.NO-190 ) | m | 151.41 | 151.41 | 555.0 | False | None | None | False | None | False | 84032.55 | 0 | | 3719649 | 137747 | None | code51 | 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 ( CSR-2023-24 V-1 I.NO-1.10 P.NO-7 ) | Cum | 164.8 | 164.8 | 1257.5096 | False | None | None | False | None | False | 207237.58208 | 0 | | 3719650 | 137747 | None | code52 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. (ii) By Mechanical Means (B) Prestressed / RCC grade M-20 & above. (SR 2023-24 V-3 P.no: 10, I.no:2.8(ii)B) | Cum | 1141.24 | 1141.24 | 94.276 | False | None | None | False | None | False | 107591.54224 | 0 | | 3719651 | 137747 | None | code53 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. (iv) Dismantling Stone Masonry. By Manual means (B) Rubble stone masonry in cement mortar. (SR 2023-24 V-3 P.no: 10, I.no:2.10(iv)B) | Cum | 628.3 | 628.3 | 106.92 | False | None | None | False | None | False | 67177.836 | 0 | | 3719652 | 137747 | None | code54 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 (KPWD SR 2023-24 V-3 P.no: 10, I.no:2.8(ii) A) | Cum | 740.57 | 740.57 | 976.3075 | False | None | None | False | None | False | 723024.045275 | 0 | | 3719653 | 137747 | None | code55 | 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. (SR 2023-24 V-1 P.no: 5, I.no:1.4.1) | Cum | 249.26 | 249.26 | 2476.2975 | False | None | None | False | None | False | 617241.91485 | 0 | | 3719654 | 137747 | None | code56 | 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 aggregate (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.1.3 ) | Cum | 6168.67 | 6168.67 | 59.26 | False | None | None | False | None | False | 365555.3842 | 0 | | 3719655 | 137747 | None | code57 | 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 20mm nominal size graded crushed coarse aggregates (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.2.1 ) | Cum | 8047.36 | 8047.36 | 169.242 | False | None | None | False | None | False | 1361951.30112 | 0 | | 3719656 | 137747 | None | code58 | Steel Fabrication
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 All other type of structures (KPWD SR 2023-24 V-1 P.no: 18, I.no:2.11 h ) | Tonne | 81381.33 | 81381.33 | 7.5745 | False | None | None | False | None | False | 616422.884085 | 0 | | 3719657 | 137747 | None | code59 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (KPWD SR 2023-24 V-1 P.no: 7, I.no:1.9 ) | Cum | 273.98 | 273.98 | 121.548 | False | None | None | False | None | False | 33301.72104 | 0 | | 3719658 | 137747 | None | code60 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. HDPE Grade PE80-PN10.0, 75mm dia (KPWD SR 2023-24 V-5 P.no: 96, I.no:9.3.2 ) | m | 339.9 | 339.9 | 298.5 | False | None | None | False | None | False | 101460.15 | 0 | | 3719659 | 137747 | None | code61 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 75 MM ELECTRO FUSION TEE (KPWD SR 2023-24 V-5 P.no: 108, I.no:9.17.31 ) | Each | 184.37 | 184.37 | 55.0 | False | None | None | False | None | False | 10140.35 | 0 | | 3719660 | 137747 | None | code62 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 75 MM ELECTRO FUSION TEE (KPWD SR 2023-24 V-5 P.no: 108, I.no:9.17.31 ) | Each | 368.74 | 368.74 | 47.0 | False | None | None | False | None | False | 17330.78 | 0 | | 3719661 | 137747 | None | code63 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 90 X75 MM ELECTRO FUSION REDUCER (KPWD SR 2023-24 V-5 P.no: 108, I.no:9.17.36 ) | Each | 519.12 | 519.12 | 35.0 | False | None | None | False | None | False | 18169.2 | 0 | | 3719662 | 137747 | None | code64 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making "U" shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2" x 3/4" and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS).The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, water tight cap with O'ring, long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: (for minimum length of 2m) etc. complete For 20mm dia (KPWD SR 2023-24 V-5 P.no: 22, I.no:2.21.2) | Each | 6870.1 | 6870.1 | 80.0 | False | None | None | False | None | False | 549608.0 | 0 | | 3719663 | 137747 | None | code65 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth ( CSR-202-24 V-5 I.NO-16.28.1 P.NO-198 ) | Each | 8414.07 | 8414.07 | 37.0 | False | None | None | False | None | False | 311320.59 | 0 | | 3719664 | 137747 | None | code66 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(KPWD SR 2023-24 V-3 P.no: 17, I.no:3.7 ) | Cum | 108.15 | 108.15 | 1288.1625 | False | None | None | False | None | False | 139314.774375 | 0 | | 3719665 | 137747 | None | code67 | Granular Sub-Base Plant Mix MethodConstruction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) For Grading -I Material (KPWD SR 2023-24 V-3 P.no: 23, I.no:4.1(i)) | Cum | 2562.64 | 2562.64 | 1288.1625 | False | None | None | False | None | False | 3301096.749 | 0 | | 3719666 | 137747 | None | code68 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (SR 2023-24 V-3 P NO 149 I NO16.28) | Cum | 6956.62 | 6956.62 | 1277.1325 | False | None | None | False | None | False | 8884525.49215 | 0 | | 3719667 | 137747 | None | code69 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (KPWD SR 2022-24 V-2 P.no:63 , I.no:9.25) | Cum | 824.0 | 824.0 | 404.2 | False | None | None | False | None | False | 333060.8 | 0 | | 3719668 | 137747 | None | code70 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (KPWD SR 2023-24 V-3 P.no: 17, I.no:3.1 ) | Cum | 87.55 | 87.55 | 3653.801 | False | None | None | False | None | False | 319890.27755 | 0 |
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