| 1709069657000 | 0 | None | None | Other Works | Providing External Water supply External sanitay External Electrical Service Connection and other Additional works for Construction of 504 Houses for the slum dwellers at Magadi Assembly Constituency ,Ramanagara District.Under PMAY-HFA | 10674532.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2830013 | 91576 | None | code01 | 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) | Cum | 6475.61 | 6475.61 | 52.19 | False | None | None | False | None | False | 337962.0859 | 0 | | 2830014 | 91576 | None | code02 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Cum | 364.62 | 364.62 | 1043.88 | False | None | None | False | None | False | 380619.5256 | 0 | | 2830015 | 91576 | None | code03 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation,making coving at Junction, Bore Packing, treatment of construction joints completely as per specification | Sqm | 841.51 | 841.51 | 1148.27 | False | None | None | False | None | False | 966280.6877 | 0 | | 2830016 | 91576 | None | code04 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately | Ltr | 9.27 | 9.27 | 26000.0 | False | None | None | False | None | False | 241020.0 | 0 | | 2830017 | 91576 | None | code05 | 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. | Cum | 629.2 | 629.2 | 46.8 | False | None | None | False | None | False | 29446.56 | 0 | | 2830018 | 91576 | None | code06 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6268.67 | 6268.67 | 2.81 | False | None | None | False | None | False | 17614.9627 | 0 | | 2830019 | 91576 | None | code07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. | Sqm | 1267.93 | 1267.93 | 66.8 | False | None | None | False | None | False | 84697.724 | 0 | | 2830020 | 91576 | None | code08 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 4.18 | False | None | None | False | None | False | 27223.0442 | 0 | | 2830021 | 91576 | None | code09 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kgs | 81.38 | 81.38 | 252.72 | False | None | None | False | None | False | 20566.3536 | 0 | | 2830022 | 91576 | None | code10 | Providing and fixing chlorinated poly vinyl chloride ( CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes joining of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints omplete as per direction of Engineer in Charge. 25 MM(External works)s | Rmtr | 304.88 | 304.88 | 825.0 | False | None | None | False | None | False | 251526.0 | 0 | | 2830023 | 91576 | None | code11 | Providing and fixing chlorinated poly vinyl chloride ( CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes joining of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. (External works) | Mtr | 742.63 | 742.63 | 150.0 | False | None | None | False | None | False | 111394.5 | 0 | | 2830024 | 91576 | None | code12 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore | Nos | 615.94 | 615.94 | 55.0 | False | None | None | False | None | False | 33876.7 | 0 | | 2830025 | 91576 | None | code13 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25mm nominal bore | Nos | 565.47 | 565.47 | 30.0 | False | None | None | False | None | False | 16964.1 | 0 | | 2830026 | 91576 | None | code14 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments..(Page No.151 No.13.7.8 VOLUME-5 WATER supply and UGD WORKS | Nos | 19992.3 | 19992.3 | 4.0 | False | None | None | False | None | False | 79969.2 | 0 | | 2830027 | 91576 | None | code15 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. | Sqm | 1137.12 | 1137.12 | 60.8 | False | None | None | False | None | False | 69136.896 | 0 | | 2830028 | 91576 | None | code16 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 342.99 | 342.99 | 86.4 | False | None | None | False | None | False | 29634.336 | 0 | | 2830029 | 91576 | None | code17 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications(GROUND FLOOR) | Sqm | 5487.84 | 5487.84 | 116.1 | False | None | None | False | None | False | 637138.224 | 0 | | 2830030 | 91576 | None | code18 | FIRTST FLOOR | Sqm | 5598.15 | 5598.15 | 227.77 | False | None | None | False | None | False | 1275090.6255 | 0 | | 2830031 | 91576 | None | code19 | SECOND FLOOR | Sqm | 5653.57 | 5653.57 | 62.77 | False | None | None | False | None | False | 354874.5889 | 0 | | 2830032 | 91576 | None | code20 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. | Cum | 249.26 | 249.26 | 594.0 | False | None | None | False | None | False | 148060.44 | 0 | | 2830033 | 91576 | None | code21 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 | m | 1587.23 | 1587.23 | 600.0 | False | None | None | False | None | False | 952338.0 | 0 | | 2830034 | 91576 | None | code22 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 | m | 357.41 | 357.41 | 375.0 | False | None | None | False | None | False | 134028.75 | 0 | | 2830035 | 91576 | None | code23 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 | m | 223.51 | 223.51 | 375.0 | False | None | None | False | None | False | 83816.25 | 0 | | 2830036 | 91576 | None | code24 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dim. | m | 717.91 | 717.91 | 250.0 | False | None | None | False | None | False | 179477.5 | 0 | | 2830037 | 91576 | None | code25 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dim | Each | 6466.34 | 6466.34 | 40.0 | False | None | None | False | None | False | 258653.6 | 0 | | 2830038 | 91576 | None | code26 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 54.0 | False | None | None | False | None | False | 333108.18 | 0 | | 2830039 | 91576 | None | code27 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | m | 6512.69 | 6512.69 | 54.0 | False | None | None | False | None | False | 351685.26 | 0 | | 2830040 | 91576 | None | code28 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:. | Each | 39531.23 | 39531.23 | 28.0 | False | None | None | False | None | False | 1106874.44 | 0 | | 2830041 | 91576 | None | code29 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc | Nos | 2174.43 | 2174.43 | 8.0 | False | None | None | False | None | False | 17395.44 | 0 | | 2830042 | 91576 | None | code30 | Providing & fixing foldable ladder 1500mm height with aluminium body and fibre foot steps | Nos | 2935.5 | 2935.5 | 8.0 | False | None | None | False | None | False | 23484.0 | 0 | | 2830043 | 91576 | None | code31 | Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications | Cum | 125.66 | 125.66 | 594.0 | False | None | None | False | None | False | 74642.04 | 0 | | 2830044 | 91576 | None | code32 | Geophysical investigation at site for sinking borewells for Providing 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 (( I.No.12.4, P.No.140, Water Supply & UGD Works Common Schedule of Rates: 2023-24 Volume 5)) | Nos | 5288.0 | 5288.0 | 1.0 | False | None | None | False | None | False | 5288.0 | 0 | | 2830045 | 91576 | None | code33 | 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 ) 0 TO 50 MTR | m | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 | | 2830046 | 91576 | None | code34 | 50-100 MTR | m | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 | | 2830047 | 91576 | None | code35 | 100-150 MTR | m | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 | | 2830048 | 91576 | None | code36 | 150-200 MTR | m | 589.16 | 589.16 | 50.0 | False | None | None | False | None | False | 29458.0 | 0 | | 2830049 | 91576 | None | code37 | 200-250 MTR | m | 691.13 | 691.13 | 50.0 | False | None | None | False | None | False | 34556.5 | 0 | | 2830050 | 91576 | None | code38 | 250-300 MTR | m | 762.2 | 762.2 | 50.0 | False | None | None | False | None | False | 38110.0 | 0 | | 2830051 | 91576 | None | code39 | 300-350 MTR | m | 594.04 | 594.04 | 50.0 | False | None | None | False | None | False | 29702.0 | 0 | | 2830052 | 91576 | None | code40 | Suppling of ISI mark 175 mm nominal bore plain end steel casing pipe - grade of steel Fe 410 of wall thickness 5.4 mm thick confining to IS 4270:2001 and latest amendments electric resistance welded steel tube material and confirming to IS 1387 / 1993 & manufactured by basic open hearth electric or basic oxygen process in random length of 4 to 7 mts. Both ends threaded confinming to IS 554 / 1985, one end fixed with a socket confirming to IS 4270:2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. the tubes shall be reasonably straight should be with ISI marking, weighing 25.10 kg/mtr (inclusive of all taxes and duties) prices include coller medium duty. | m | 1990.99 | 1990.99 | 15.0 | False | None | None | False | None | False | 29864.85 | 0 | | 2830053 | 91576 | None | code41 | 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 | Each | 154.5 | 154.5 | 1.0 | False | None | None | False | None | False | 154.5 | 0 | | 2830054 | 91576 | None | code42 | 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 | Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 2830055 | 91576 | None | code43 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 | m | 1587.23 | 1587.23 | 15.0 | False | None | None | False | None | False | 23808.45 | 0 | | 2830056 | 91576 | None | code44 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 5617.62 | 5617.62 | 1.0 | False | None | None | False | None | False | 5617.62 | 0 | | 2830057 | 91576 | None | code45 | 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 ammendments and instructions of engineer incharge 20 HP 20 stages- Texmo/Taro or equalents Brands | Nos | 83522.7 | 83522.7 | 1.0 | False | None | None | False | None | False | 83522.7 | 0 | | 2830058 | 91576 | None | code46 | Submersible Cable:- Supply of delivery brand new best make PVC insulated cable of flat 3 core (seated) of nominal cross section area confirm in to IS 694/90/ with latest amendment and ISI mark. Finolex/ equalent brand. 1 x 3 x 4 sqmm cable | Sqm | 139.05 | 139.05 | 700.0 | False | None | None | False | None | False | 97335.0 | 0 | | 2830059 | 91576 | None | code47 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) | Each | 3141.5 | 3141.5 | 58.0 | False | None | None | False | None | False | 182207.0 | 0 | | 2830060 | 91576 | None | code48 | 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 | Each | 1287.5 | 1287.5 | 6.0 | False | None | None | False | None | False | 7725.0 | 0 | | 2830061 | 91576 | None | code49 | 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 | Each | 1263.25 | 1263.25 | 1.0 | False | None | None | False | None | False | 1263.25 | 0 | | 2830062 | 91576 | None | code50 | KSRB13-6.3-6 : Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 50mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification | Nos | 859.02 | 859.02 | 6.0 | False | None | None | False | None | False | 5154.12 | 0 | | 2830063 | 91576 | None | code51 | 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 elector 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 | Nos | 16377.0 | 16377.0 | 1.0 | False | None | None | False | None | False | 16377.0 | 0 | | 2830064 | 91576 | None | code52 | Supply and fixing HRC fuse units base on existing switch/ panel board 32 to 63 Amps | Nos | 612.0 | 612.0 | 1.0 | False | None | None | False | None | False | 612.0 | 0 | | 2830065 | 91576 | None | code53 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. | Nos | 1184.0 | 1184.0 | 1.0 | False | None | None | False | None | False | 1184.0 | 0 | | 2830066 | 91576 | None | code54 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs, screws etc. | Nos | 326.13 | 326.13 | 1.0 | False | None | None | False | None | False | 326.13 | 0 | | 2830067 | 91576 | None | code55 | Supplying and fixing and wiring heavy duty low voltage capacitors conforming to IS 2834, 3 phase 400/440 volts grade, for power factor improvement of rotating machinery, cost per KVAR (b) group B | Kvar | 480.0 | 480.0 | 1.0 | False | None | None | False | None | False | 480.0 | 0 | | 2830068 | 91576 | None | code56 | Supply and laying of LG UT cable having aluminium conductor PVC insulated, sheathed, galvanized steel wire / steel tap armored cable with PVC over sheathing.. | Mtr | 82.4 | 82.4 | 15.0 | False | None | None | False | None | False | 1236.0 | 0 | | 2830069 | 91576 | None | code57 | 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 specific | Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 2830070 | 91576 | None | code58 | Supplying, fixing, wiring earth electrode for grounding conducts, I.C. cutouts and other equipments on the meter board using 40mm dia 2.9 mm thick GI pipe 2.5M long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm alround the pipe to complete depth. the connection from 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. | Per Job | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 | | 2830071 | 91576 | None | code59 | Labour Charges ofr laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe/stone ware pipe/ on wall/ on pole as required. In existing trench/ducts 6 sqmm to 16 sqmm | Mtr | 11.88 | 11.88 | 15.0 | False | None | None | False | None | False | 178.2 | 0 | | 2830072 | 91576 | None | code60 | Digging of trench of 0.6m deep x 0.50mtr dua wide refilling the trench to the required ground level and consolidating etc., complete (As per Civil KSRB 1/2 P-7) in Ordinary soil | Rmtr | 76.0 | 76.0 | 30.0 | False | None | None | False | None | False | 2280.0 | 0 | | 2830073 | 91576 | None | code61 | 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 Dismantling by mechanical means in cement concrete | Cum | 740.57 | 740.57 | 13.5 | False | None | None | False | None | False | 9997.695 | 0 | | 2830074 | 91576 | None | code62 | 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. | Cum | 498.52 | 498.52 | 54.0 | False | None | None | False | None | False | 26920.08 | 0 | | 2830075 | 91576 | None | code63 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete.-- 50mm nominal OD pipes (external work) | Mtr | 742.63 | 742.63 | 150.0 | False | None | None | False | None | False | 111394.5 | 0 | | 2830076 | 91576 | None | code64 | Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications ( | Cum | 164.8 | 164.8 | 54.0 | False | None | None | False | None | False | 8899.2 | 0 | | 2830077 | 91576 | None | code65 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 13.5 | False | None | None | False | None | False | 83277.045 | 0 | | 2830078 | 91576 | None | code66 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 13.5 | False | None | None | False | None | False | 87921.315 | 0 | | 2830079 | 91576 | None | code67 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.As per electrical | Each | 241.0 | 241.0 | 75.0 | False | None | None | False | None | False | 18075.0 | 0 | | 2830080 | 91576 | None | code68 | 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 | Each | 739.0 | 739.0 | 85.0 | False | None | None | False | None | False | 62815.0 | 0 | | 2830081 | 91576 | None | code69 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparentPolycarbonate Lid, shock proof, IP65 (Weather Proof),rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cutout withsuitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.PANEL BOARD 300MM*450MM*214MM | Each | 6263.0 | 6263.0 | 85.0 | False | None | None | False | None | False | 532355.0 | 0 | | 2830082 | 91576 | None | code70 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators, handle and wiring complete. Protection ofOverload and Short circuitwith adjustable thermal magnetic release,Micro processor release shall have Earth Fault as per IS/IEC 60947-2 .(Icu=100% lcs). In 4P MCCB, all Poles should have protection forShort-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulationbetween front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multi-pole breakers shall be designed to break all the polessimultaneously and they shall have a single mechanism. | Each | 10341.0 | 10341.0 | 4.0 | False | None | None | False | None | False | 41364.0 | 0 | | 2830083 | 91576 | None | code71 | 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.. | Cum | 498.52 | 498.52 | 30.6 | False | None | None | False | None | False | 15254.712 | 0 | | 2830084 | 91576 | None | code72 | 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 in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 | Mtr | 226.0 | 226.0 | 340.0 | False | None | None | False | None | False | 76840.0 | 0 | | 2830085 | 91576 | None | code73 | 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 | Cum | 273.98 | 273.98 | 30.6 | False | None | None | False | None | False | 8383.788 | 0 | | 2830086 | 91576 | None | code74 | 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) | Cum | 5833.92 | 5833.92 | 10.69 | False | None | None | False | None | False | 62364.6048 | 0 | | 2830087 | 91576 | None | code75 | 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 | Cum | 6475.61 | 6475.61 | 7.65 | False | None | None | False | None | False | 49538.4165 | 0 | | 2830088 | 91576 | None | code76 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts ELECTRICAL | Nos | 4256.0 | 4256.0 | 40.0 | False | None | None | False | None | False | 170240.0 | 0 | | 2830089 | 91576 | None | code77 | GI/Copper strips for grounding connections, using necessary fixing materials as required. ELECTRICAL | Mtr | 128.0 | 128.0 | 20.0 | False | None | None | False | None | False | 2560.0 | 0 | | 2830090 | 91576 | None | code78 | Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latestamendments | Mtr | 26.0 | 26.0 | 25.0 | False | None | None | False | None | False | 650.0 | 0 | | 2830091 | 91576 | None | code79 | Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments | Mtr | 63.0 | 63.0 | 25.0 | False | None | None | False | None | False | 1575.0 | 0 |
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