| 1722508061000 | 0 | None | None | Other Works | Drilling of borewells erection of pump and motor and other relavent accessories at Senior geologist notified borewell points and construction of GLSR Sump Tanks in ward no 19 to 35 in CMC KGF Limits and construction of GLSR Tank at Ward No 26 near Ambedkar nagara in CMC KGF Limits | 4237158.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3667111 | 133900 | 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 asing 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. [PWD SR Vol-5, Page No-140, No-12.4] | Each | 5446.64 | 5446.64 | 4.0 | False | None | None | False | None | False | 21786.56 | 0 | | 3667112 | 133900 | 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 (Common SR Volume-V, Page No-139, No-12.1.1) | m | 381.1 | 381.1 | 200.0 | False | None | None | False | None | False | 76220.0 | 0 | | 3667113 | 133900 | 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 (Common SR Volume-V, Page No-139, No-12.1.2) | m | 477.92 | 477.92 | 200.0 | False | None | None | False | None | False | 95584.0 | 0 | | 3667114 | 133900 | 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 (Common SR Volume-V, Page No-139, No-12.1.3) | m | 507.79 | 507.79 | 200.0 | False | None | None | False | None | False | 101558.0 | 0 | | 3667115 | 133900 | 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 (Common SR Volume-V, Page No-139, No-12.1.4) | m | 589.16 | 589.16 | 200.0 | False | None | None | False | None | False | 117832.0 | 0 | | 3667116 | 133900 | None | code06 | 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 200 to 250 m (Common SR Volume-V, Page No-139, No-12.1.5) | m | 691.13 | 691.13 | 200.0 | False | None | None | False | None | False | 138226.0 | 0 | | 3667117 | 133900 | None | code07 | 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 250 to 300 m (Common SR Volume-V, Page No-139, No-12.1.6) | m | 762.2 | 762.2 | 200.0 | False | None | None | False | None | False | 152440.0 | 0 | | 3667118 | 133900 | None | code08 | 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 300 to 350 m (Common SR Volume-V, Page No-139, No-12.1.7) | m | 894.04 | 894.04 | 200.0 | False | None | None | False | None | False | 178808.0 | 0 | | 3667119 | 133900 | None | code09 | 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. (Common SR Volume-V, Page No-143, No-12.32) | m | 1990.99 | 1990.99 | 136.0 | False | None | None | False | None | False | 270774.64 | 0 | | 3667120 | 133900 | None | code10 | Providing and fixing MS casing collars 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 (Common SR Volume-V, Page No-143, No-12.33) | Each | 154.5 | 154.5 | 22.666 | False | None | None | False | None | False | 3501.897 | 0 | | 3667121 | 133900 | None | code11 | 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 Engineer in charge (Common SR Volume-V, Page No-143, No-12.34) | Each | 168.92 | 168.92 | 4.0 | False | None | None | False | None | False | 675.68 | 0 | | 3667122 | 133900 | None | code12 | 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 12.50 HP - 90 LPM @ 264 m =24 STG Outlet Dia - 2.00” [PWD SR 2023-24 Vol:5 P.NO.153 I.No:13.17.7] | Each | 66051.84 | 66051.84 | 4.0 | False | None | None | False | None | False | 264207.36 | 0 | | 3667123 | 133900 | None | code13 | 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 [PWD SR 2023-24 Vol:5 P.NO.154 I.No:13.25.1] | Each | 1287.5 | 1287.5 | 4.0 | False | None | None | False | None | False | 5150.0 | 0 | | 3667124 | 133900 | None | code14 | 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 Heavy Duty GI pipe 50mm dia [PWD SR 2023-24 Vol:5 P.NO.128 I.No:11.3.6] | m | 699.37 | 699.37 | 1093.5 | False | None | None | False | None | False | 764761.095 | 0 | | 3667125 | 133900 | None | code15 | Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. [PWD SR 2023-24 Vol:5 P.NO.129 I.No:11.6.6] | Each | 275.01 | 275.01 | 184.0 | False | None | None | False | None | False | 50601.84 | 0 | | 3667126 | 133900 | None | code16 | 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 [PWD SR 2023-24 Vol:5 P.NO.129 I.No:11.7.6] | Each | 275.01 | 275.01 | 8.0 | False | None | None | False | None | False | 2200.08 | 0 | | 3667127 | 133900 | None | code17 | 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.20.88.6: 50 mm nominal bore [PWD SR 2023-24 Vol:5 P.NO.128 I.No:11.4.6] | Each | 679.8 | 679.8 | 4.0 | False | None | None | False | None | False | 2719.2 | 0 | | 3667128 | 133900 | None | code18 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any For 50 mm dia GI BEND [PWD SR 2023-24 Vol:5 P.NO.130 I.No:11.8.6] | Each | 368.74 | 368.74 | 4.0 | False | None | None | False | None | False | 1474.96 | 0 | | 3667129 | 133900 | None | code19 | 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.1x3x6 m2 [PWD SR 2023-24 Vol:5 P.NO.154 I.No:13.22.4] | m | 190.55 | 190.55 | 2251.0 | False | None | None | False | None | False | 428928.05 | 0 | | 3667130 | 133900 | None | code20 | 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 Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter for outdoor 6 to 15 HP pumps [PWD SR 2023-24 Vol:5 P.NO.155 I.No:13.23] | Each | 18025.0 | 18025.0 | 4.0 | False | None | None | False | None | False | 72100.0 | 0 | | 3667131 | 133900 | None | code21 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Macadam Road | Cum | 840.48 | 840.48 | 39.83 | False | None | None | False | None | False | 33476.3184 | 0 | | 3667132 | 133900 | None | code22 | 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. in all kinds of Soil depth Upto 1.50M [PWD SR 2023-24 Vol:1 P.NO.6 I.No:1.6.1 ] | Cum | 498.52 | 498.52 | 298.799 | False | None | None | False | None | False | 148957.27748 | 0 | | 3667133 | 133900 | None | code23 | 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 [PWD SR 2023-24 Vol:5 P.NO.113 I.No:10.1.5] | m | 226.6 | 226.6 | 664.0 | False | None | None | False | None | False | 150462.4 | 0 | | 3667134 | 133900 | None | code24 | 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 [PWD SR 2023-24 Vol:5 P.NO.113 I.No:10.1.6] | m | 302.82 | 302.82 | 664.0 | False | None | None | False | None | False | 201072.48 | 0 | | 3667135 | 133900 | None | code25 | Providing and installing at site of work P.V.C. Gate Valves including cost of 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.PVC Gate Valve 90mm dia [Least Market Rate] | Each | 650.0 | 650.0 | 16.0 | False | None | None | False | None | False | 10400.0 | 0 | | 3667136 | 133900 | None | code26 | 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 SR 2021-22 Vol:1 P.NO.7 I.No:1.10] | Cum | 125.66 | 125.66 | 292.82 | False | None | None | False | None | False | 36795.7612 | 0 | | 3667137 | 133900 | None | code27 | 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 In all kinds of soils Depth upto 3 m [PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.14.1 ] | Cum | 105.06 | 105.06 | 17.279 | False | None | None | False | None | False | 1815.33174 | 0 | | 3667138 | 133900 | None | code28 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work. [PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 ] | Cum | 87.55 | 87.55 | 15.551 | False | None | None | False | None | False | 1361.49005 | 0 | | 3667139 | 133900 | None | code29 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [PWD SR 2021-22 Vol:I P.NO.15 I.No:2.1.3] | Cum | 6168.67 | 6168.67 | 5.544 | False | None | None | False | None | False | 34199.10648 | 0 | | 3667140 | 133900 | None | code30 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required 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.16 I.No:2.4.2] For Well Foundation considered 20% [PWD SR 2023-24 Vol:1 P.NO.111 I.No:4] | Cum | 7815.22 | 7815.22 | 22.272 | False | None | None | False | None | False | 174060.57984 | 0 | | 3667141 | 133900 | None | code31 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required 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.16 I.No:2.4.2] For RCC Roof Slabs considered 50% [PWD SR 2023-24 Vol:1 P.NO.111 I.No:4] | Cum | 9769.03 | 9769.03 | 5.94 | False | None | None | False | None | False | 58028.0382 | 0 | | 3667142 | 133900 | None | code32 | 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. [PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11(h)] | Tonne | 81381.33 | 81381.33 | 5.215 | False | None | None | False | None | False | 424403.63595 | 0 | | 3667143 | 133900 | None | code33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications [PWD SR 2023-24 Vol:2 P.NO.17 I.No:6.32] | Sqm | 1349.3 | 1349.3 | 28.709 | False | None | None | False | None | False | 38737.0537 | 0 | | 3667144 | 133900 | None | code34 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required 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.16 I.No:2.3.1] | Cum | 10926.24 | 10926.24 | 0.432 | False | None | None | False | None | False | 4720.13568 | 0 | | 3667145 | 133900 | None | code35 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required 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.16 I.No:2.3.1] | Cum | 10243.35 | 10243.35 | 1.3499 | False | None | None | False | None | False | 13827.498165 | 0 | | 3667146 | 133900 | None | code36 | Supplying Heavy gauge PVC Conduit pipe 20mm dia 2mm thick confirming to IS 2509 with suitable size bends metal/PVC Junction Boxes adhesive paste etc., and running before concreting the slab The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures run with 18 SWG GI Fish Wire Wherever necessary. [PWD SR 2023-24 Vol:6 P.NO.2 I.No:1.2.1] | m | 67.98 | 67.98 | 20.0 | False | None | None | False | None | False | 1359.6 | 0 | | 3667147 | 133900 | None | code37 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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 SR 2023-24 Vol:2 P.NO.41 I.No:8.3.1] | Sqm | 364.62 | 364.62 | 57.41 | False | None | None | False | None | False | 20932.8342 | 0 | | 3667148 | 133900 | None | code38 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life).[PWD SR 2023-24 Vol:2 P.NO.46 I.No:8.33.1] | Sqm | 162.74 | 162.74 | 57.419 | False | None | None | False | None | False | 9344.36806 | 0 | | 3667149 | 133900 | None | code39 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). [PWD SR 2023-24 Vol:2 P.NO.112 I.No:12.95] | Sqm | 4543.33 | 4543.33 | 1.89 | False | None | None | False | None | False | 8586.8937 | 0 | | 3667150 | 133900 | None | code40 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.[PWD SR 2023-24 Vol:2 P.NO.81 I.No:11.14.3.1] | m | 546.93 | 546.93 | 6.0 | False | None | None | False | None | False | 3281.58 | 0 | | 3667151 | 133900 | None | code41 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC m2 5,023.00 Sl. No. Specification Unit Rate Page 109 Karnataka Public Works Department Volume-2 KPWD VOL-2 honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm. Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).[PWD SR 2023-24 Vol:2 P.NO.108 I.No:12.84] | Sqm | 5173.69 | 5173.69 | 1.799 | False | None | None | False | None | False | 9307.46831 | 0 | | 3667152 | 133900 | None | code42 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 7.5 HP, size 65x50 Head 46 M Discharge 360LPM [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.40.8] | Each | 36204.5 | 36204.5 | 1.0 | False | None | None | False | None | False | 36204.5 | 0 | | 3667153 | 133900 | None | code43 | Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards.pressure guage 80MM [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.41.1] | Each | 614.91 | 614.91 | 1.0 | False | None | None | False | None | False | 614.91 | 0 | | 3667154 | 133900 | None | code44 | Supply and delivery at site brand new best make level guage suitable for centrifugal pump confirming to latest IS standards. [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.42] | Each | 772.5 | 772.5 | 1.0 | False | None | None | False | None | False | 772.5 | 0 | | 3667155 | 133900 | None | code45 | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments. 7.5 to 10 HP centrifugal pump [PWD SR 2023-24 Vol:5 P.NO.158 I.No:13.43.2] | Each | 16016.5 | 16016.5 | 1.0 | False | None | None | False | None | False | 16016.5 | 0 | | 3667156 | 133900 | None | code46 | Providing and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments [PWD SR 2023-24 Vol:5 P.NO.158 I.No:13.46] | m | 578.86 | 578.86 | 30.0 | False | None | None | False | None | False | 17365.8 | 0 | | 3667157 | 133900 | None | code47 | Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments.[PWD SR 2023-24 Vol:5 P.NO.158 I.No:13.46] | Each | 1802.5 | 1802.5 | 1.0 | False | None | None | False | None | False | 1802.5 | 0 | | 3667158 | 133900 | None | code48 | 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 100mm dia [PWD SR 2023-24 Vol:5 P.NO.128 I.No:11.3.9] | m | 1454.36 | 1454.36 | 12.0 | False | None | None | False | None | False | 17452.32 | 0 | | 3667159 | 133900 | None | code49 | Supplying and Fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc., 200x200x65 [PWD SR 2023-24 Vol:6 P.NO.2 I.No:1.4.7] | Each | 358.44 | 358.44 | 12.0 | False | None | None | False | None | False | 4301.28 | 0 | | 3667160 | 133900 | None | code50 | Point wiring using copper wire with switch : Supplying and wiring adopting loop system in existing PVC Condit/casing capping using 2x1.5 Sqmm (phase & Neutral) & 1x1.0 sqmm (earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694 and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gand box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block cmplete for each outlet Short Point upto 3mtr from tapping point to out let via switch.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:2.1.1] | Point | 293.55 | 293.55 | 3.0 | False | None | None | False | None | False | 880.65 | 0 | | 3667161 | 133900 | None | code51 | Point wiring using copper wire with switch :Supplying and wiring adopting loop system in existing PVC Condit/casing capping using 2x1.5 Sqmm (phase & Neutral) & 1x1.0 sqmm (earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694 and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gand box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block cmplete for each outlet Medium Point above 3mtr upto 6mtr from tapping point to out let via switch.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:2.1.2] | Point | 405.82 | 405.82 | 3.0 | False | None | None | False | None | False | 1217.46 | 0 | | 3667162 | 133900 | None | code52 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694-2010. 2.50Sqmm.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:2.3.3] | m | 43.26 | 43.26 | 120.0 | False | None | None | False | None | False | 5191.2 | 0 | | 3667163 | 133900 | None | code53 | Supplying 6A Flush Type socket and 6A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 2 Way.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:3.1.1] | Each | 131.84 | 131.84 | 5.0 | False | None | None | False | None | False | 659.2 | 0 |
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