| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1709374239000 | 0 | None | None | Water supply/sewage lines | Impounding Reservoir (IR) Restoration Works | 46765629.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2886318 | 94448 | None | code01 | RESTORATION WORKS FOR IMPOUNDING RESERVOIR : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer,In area of light jungle. | ha | 165946.2 | 165946.2 | 1.62 | False | None | None | False | None | False | 268832.844 | 0 | | 2886319 | 94448 | None | code02 | 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 soil upto 3m. | Cum | 76.65 | 76.65 | 41263.11 | False | None | None | False | None | False | 3162817.3815 | 0 | | 2886320 | 94448 | None | code03 | Providing and fixing LDPE sheet for bed and sides of canal including CANAL AND ALLIED WORKS
cost of all materials, labour,laying and joining as per specifications etc., complete with all leads and lifts. Using 1000 micron thick LDPE sheet | Sqm | 519.75 | 519.75 | 42905.1 | False | None | None | False | None | False | 22299925.725 | 0 | | 2886321 | 94448 | None | code04 | Providing casing embankment using approved semi-pervious soil 2.36. borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts.. | Cum | 494.55 | 494.55 | 5512.8 | False | None | None | False | None | False | 2726355.24 | 0 | | 2886322 | 94448 | None | code05 | Removing and resetting disturbed dry rubble / size stone pitching 7.14. 250 to 450 mm thick including packing and wedging with stone chips, finishing surface etc., complete with all leads and lifts. Sloped Length From FTL TO Bed level | Sqm | 76.65 | 76.65 | 14977.451 | False | None | None | False | None | False | 1148021.61915 | 0 | | 2886323 | 94448 | None | code06 | 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 | 214.2 | 214.2 | 305.466 | False | None | None | False | None | False | 65430.8172 | 0 | | 2886324 | 94448 | None | code07 | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lifts. | Sqm | 729.75 | 729.75 | 748.872 | False | None | None | False | None | False | 546489.342 | 0 | | 2886325 | 94448 | None | code08 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Mtr | 1152.9 | 1152.9 | 25.0 | False | None | None | False | None | False | 28822.5 | 0 | | 2886326 | 94448 | None | code09 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as perdirections of the Engineer-in-Charge. | Kg | 108.15 | 108.15 | 958.58 | False | None | None | False | None | False | 103670.427 | 0 | | 2886327 | 94448 | None | code10 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 126.0 | 126.0 | 675.84 | False | None | None | False | None | False | 85155.84 | 0 | | 2886328 | 94448 | None | code11 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² | Sqm | 834.75 | 834.75 | 84.8 | False | None | None | False | None | False | 70786.8 | 0 | | 2886329 | 94448 | None | code13 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Construction of Subgrade and Earthen Shoulders | Cum | 433.65 | 433.65 | 396.0 | False | None | None | False | None | False | 171725.4 | 0 | | 2886330 | 94448 | None | code14 | Construction 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 For Grading -II Material | Cum | 2516.85 | 2516.85 | 78.75 | False | None | None | False | None | False | 198201.9375 | 0 | | 2886331 | 94448 | None | code15 | Wet Mix Macadam (Plant mix method) : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desire d density. | Cum | 2513.7 | 2513.7 | 105.0 | False | None | None | False | None | False | 263938.5 | 0 | | 2886332 | 94448 | None | code16 | Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. | Sqm | 46.2 | 46.2 | 1050.0 | False | None | None | False | None | False | 48510.0 | 0 | | 2886333 | 94448 | None | code17 | Bituminous Macadam Grading - I for traffic 20 MSA:Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7493.85 | 7493.85 | 78.75 | False | None | None | False | None | False | 590140.6875 | 0 | | 2886334 | 94448 | None | code18 | RAW WATER GRAVITY MAIN FROM CANAL TO IMPOUNDING RESERVOIR (250mm dia, DI,K-7 Pipe, 3480m Length) :Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 203.7 | 203.7 | 1809.6 | False | None | None | False | None | False | 368615.52 | 0 | | 2886335 | 94448 | None | code19 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In ordinary/ soft rock without requiring blasting) upto 1.5m depth | Cum | 359.1 | 359.1 | 226.2 | False | None | None | False | None | False | 81228.42 | 0 | | 2886336 | 94448 | None | code20 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In hard rock (requiring blastin) upto 1.5m depth | Cum | 532.35 | 532.35 | 113.1 | False | None | None | False | None | False | 60208.785 | 0 | | 2886337 | 94448 | None | code21 | 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 soils upto 1.5m depth | Cum | 389.55 | 389.55 | 113.1 | False | None | None | False | None | False | 44058.105 | 0 | | 2886338 | 94448 | None | code22 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Gravel bedding | Cum | 383.25 | 383.25 | 11.31 | False | None | None | False | None | False | 4334.5575 | 0 | | 2886339 | 94448 | None | code23 | Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot en d with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed 250mm dia, Di,K-7 | Mtr | 3786.14 | 3786.14 | 3480.0 | False | None | None | False | None | False | 13175767.2 | 0 | | 2886340 | 94448 | None | code24 | Supply of DI push on special confirming to IS 9523:2000. All socketed bends 250mm 90 degree bends | Each | 6075.0 | 6075.0 | 7.0 | False | None | None | False | None | False | 42525.0 | 0 | | 2886341 | 94448 | None | code25 | Supply of DI push on special confirming to IS 9523:2000. All socketed bends 250mm dia 45 degree bends | Each | 4644.0 | 4644.0 | 6.0 | False | None | None | False | None | False | 27864.0 | 0 | | 2886342 | 94448 | 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 | Cum | 128.1 | 128.1 | 1966.8525 | False | None | None | False | None | False | 251953.80525 | 0 | | 2886343 | 94448 | None | code27 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) 100mm PN-10 | Each | 9300.9 | 9300.9 | 2.0 | False | None | None | False | None | False | 18601.8 | 0 | | 2886344 | 94448 | None | code28 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation DI tamper proof Air valve 50 mm dia of PN 10- dimension | No | 24089.1 | 24089.1 | 6.0 | False | None | None | False | None | False | 144534.6 | 0 | | 2886345 | 94448 | None | code29 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing). Pipes and specials of dia 50mm. | Each | 113.4 | 113.4 | 6.0 | False | None | None | False | None | False | 680.4 | 0 | | 2886346 | 94448 | None | code30 | 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: | Mtr | 573.3 | 573.3 | 3.0 | False | None | None | False | None | False | 1719.9 | 0 | | 2886347 | 94448 | None | code31 | 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 50mm (For pressure guage) + 1 for AV | Each | 1312.5 | 1312.5 | 6.0 | False | None | None | False | None | False | 7875.0 | 0 | | 2886348 | 94448 | None | code32 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For250mm Dia PN-10: | Each | 39726.75 | 39726.75 | 4.0 | False | None | None | False | None | False | 158907.0 | 0 | | 2886349 | 94448 | None | code33 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing).Pipes and specials of dia 250mm. | Each | 518.7 | 518.7 | 4.0 | False | None | None | False | None | False | 2074.8 | 0 | | 2886350 | 94448 | None | code34 | Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS.The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits 250mm dia | Each | 142851.45 | 142851.45 | 2.0 | False | None | None | False | None | False | 285702.9 | 0 | | 2886351 | 94448 | None | code35 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:For Suilce Valve of PN -10.0 and 300mm | Each | 51547.65 | 51547.65 | 1.0 | False | None | None | False | None | False | 51547.65 | 0 | | 2886352 | 94448 | None | code36 | VALVE CHAMBER FOR RISING / GRAVITY MAIN PIPELINES
(1.20 M X 1.20 M SIZE) :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 re quired to complete the work | Cum | 76.65 | 76.65 | 48.49 | False | None | None | False | None | False | 3716.7585 | 0 | | 2886353 | 94448 | None | code37 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 4.16 | False | None | None | False | None | False | 24259.872 | 0 | | 2886354 | 94448 | None | code38 | 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6591.85 | 6591.85 | 4.94 | False | None | None | False | None | False | 32563.739 | 0 | | 2886355 | 94448 | None | code39 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding all lead & lifts, cost of all materials of quality, 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6909.21 | 6909.21 | 8.528 | False | None | None | False | None | False | 58921.74288 | 0 | | 2886356 | 94448 | None | code40 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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) | Kg | 96.6 | 96.6 | 1081.6 | False | None | None | False | None | False | 104482.56 | 0 | | 2886357 | 94448 | None | code41 | 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 | 214.2 | 214.2 | 22.36 | False | None | None | False | None | False | 4789.512 | 0 | | 2886358 | 94448 | None | code12 | learing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle. | ha | 165946.2 | 165946.2 | 0.18 | False | None | None | False | None | False | 29870.316 | 0 |
| | 1709374239000 | 0 | None | None | Water supply/sewage lines | Raw Water Rising Main & Pumping Machineries from SSF To WTP Inlet (MGF) | 474377.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2886359 | 94449 | None | code01 | RAW WATER PUMPING MACHINERIES AT EXISTING SLOW SAND FILTER BED-1 PUMPING TO SMFT INLET (10HP, 605.21 LPM, 32M WORKING HEAD Submersible pumps) : Providing,supplying to work site,fixing of Submersible Pump Set of 150mm dia suitable for Openwell and confirming to IS 8034;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For (1 W + 1 S) MR | No | 75000.0 | 75000.0 | 2.0 | False | None | None | False | None | False | 150000.0 | 0 | | 2886360 | 94449 | None | code02 | 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.1 x 3 x 10 Sq mm | Mtr | 304.5 | 304.5 | 150.0 | False | None | None | False | None | False | 45675.0 | 0 | | 2886361 | 94449 | None | code03 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Pressure gauge - 80 mm | Set | 603.75 | 603.75 | 2.0 | False | None | None | False | None | False | 1207.5 | 0 | | 2886362 | 94449 | None | code04 | 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. 50mm Dia. | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2886363 | 94449 | None | code05 | Gate Valve : Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 80 mm. | No | 1837.5 | 1837.5 | 2.0 | False | None | None | False | None | False | 3675.0 | 0 | | 2886364 | 94449 | None | code06 | 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 80 mm. | No | 1827.0 | 1827.0 | 2.0 | False | None | None | False | None | False | 3654.0 | 0 | | 2886365 | 94449 | None | code07 | 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 upto 6HP to 15HP Pumps. | Each | 14962.5 | 14962.5 | 2.0 | False | None | None | False | None | False | 29925.0 | 0 | | 2886366 | 94449 | None | code08 | Power Capacitor : Supply and delivery at site best indigenous brand new power capacitor as per IS 834/1986 with latest amendments with KPTCL authorities and rection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 577.5 | 577.5 | 4.0 | False | None | None | False | None | False | 2310.0 | 0 | | 2886367 | 94449 | None | code09 | M C B : 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. | Per 3 Poles | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2886368 | 94449 | None | code10 | Galvanised Mild Steel Tubes : Supply and delivery of galvanized mild steel tubes of 6 mtr standard length heavy class (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) 80mm dia. | Each | 4365.9 | 4365.9 | 2.0 | False | None | None | False | None | False | 8731.8 | 0 | | 2886369 | 94449 | None | code11 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work | Job | 6457.5 | 6457.5 | 2.0 | False | None | None | False | None | False | 12915.0 | 0 | | 2886370 | 94449 | None | code12 | Main connection : Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqm | Mtr | 682.5 | 682.5 | 60.0 | False | None | None | False | None | False | 40950.0 | 0 | | 2886371 | 94449 | None | code13 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cut-outs and other equipments on the meter board in the pit. The pit should be filled-up with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from pipe to the conduits etc., is to be established through G.I. Wire of sizes as per clause 7.3.3 of IS 732 using 12 mm bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia. | Job | 3937.5 | 3937.5 | 2.0 | False | None | None | False | None | False | 7875.0 | 0 | | 2886372 | 94449 | None | code14 | RAW WATER RISING MAIN FROM SLOW SAND FILTER BED-1 TO WTP (140 mm dia, HDPE, PE-100, PN-10, 50 m Length) : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 203.7 | 203.7 | 21.546 | False | None | None | False | None | False | 4388.9202 | 0 | | 2886373 | 94449 | None | code15 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In ordinary/ soft rock without requiring blasting) upto 1.5m depth | Cum | 359.1 | 359.1 | 9.234 | False | None | None | False | None | False | 3315.9294 | 0 | | 2886374 | 94449 | None | code16 | Supplying, 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.140mm Dia | Rmtr | 887.25 | 887.25 | 50.0 | False | None | None | False | None | False | 44362.5 | 0 | | 2886375 | 94449 | None | code17 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe 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 including jointing with all labour, all lead and lift including encasing the special 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)Supplying, laying and jointing HDPE 150mm bend . | No | 293.0 | 293.0 | 2.0 | False | None | None | False | None | False | 586.0 | 0 | | 2886376 | 94449 | None | code18 | Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. 150mm dia. | No | 88066.65 | 88066.65 | 1.0 | False | None | None | False | None | False | 88066.65 | 0 | | 2886377 | 94449 | None | code19 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 128.1 | 128.1 | 30.01 | False | None | None | False | None | False | 3844.281 | 0 | | 2886378 | 94449 | None | code20 | VALVE CHAMBER FOR RISING / GRAVITY MAIN PIPELINES
(1.20 M X 1.20 M SIZE) : 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 re quired to complete the work In all kinds of soils Depth upto 3 m. | Cum | 76.65 | 76.65 | 3.726 | False | None | None | False | None | False | 285.5979 | 0 | | 2886379 | 94449 | None | code21 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 0.324 | False | None | None | False | None | False | 1889.4708 | 0 | | 2886380 | 94449 | None | code22 | 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6591.85 | 6591.85 | 0.384 | False | None | None | False | None | False | 2531.2704 | 0 | | 2886381 | 94449 | None | code23 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding all lead & lifts, cost of all materials of quality, 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6909.21 | 6909.21 | 0.656 | False | None | None | False | None | False | 4532.44176 | 0 | | 2886382 | 94449 | None | code24 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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) | Kg | 96.6 | 96.6 | 83.2 | False | None | None | False | None | False | 8037.12 | 0 | | 2886383 | 94449 | None | code25 | 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 | 214.2 | 214.2 | 1.722 | False | None | None | False | None | False | 368.8524 | 0 |
| | 1709374239000 | 1 | None | None | Water supply/sewage lines | Water Treatment Plant (45,000 LPH capacity, PSF Unit) | 5690973.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2886384 | 94450 | None | code01 | CONSTRUCTION OF PSF UNIT OF 45,000 LPH MGF: Automatic Online Hydraulically Operated Self Cleaning Multi grade Pressure Filter for the flow rate of . LPH (. M.L.D) with 16 hour pumping NOTE : For Detailed Specification of Automatic hydraulic self cleaning screen filter(400 Microns), FILTRATION & Filter Media For Pressure Filter, Anthracite, Carbon .Detailed Specification and Rates fot Separate components ( i.e., Online Sensore, Filtration & Filder media) of 10000 LPH to 225000 LPH (For WTP 65,000 LPH)
a) Automatic hydraulic self cleaning screen filter(400 Microns)
Mounting Type : ONLINE
Design Flow/Filter : 65 cum/h
Net Filtration Area/Filter : 2400 sq.cm
Minimum flow for flush- ing : 65 cum/h
Min. Req. Working Pres- sure : 3.0 bar
Design Pressure : 8.0 bar
Self Cleaning Mechanism :Suction Scanner Cleaning Mechanism
Recommended differential pressure to initiate flushing cycle :0.5 bar
Waste Water Per Cycle (lit) : 28
Flushing Cycle Time (Sec) :10
CONTROL AND ELECTRICITY
Control power supply : 4 x AA type 1.5V batteries
Solenoid :9 to 12 VDC latching solenoid
DP Switch : Integral Sensors
MATERIALS OF CONSTRUCTION
Filter housing : RPA (Reinforced Polyamide)
Cleaning Mechanism : PBT (polybutylene)
Seals :EPDM | Nos | 433912.5 | 433912.5 | 1.0 | False | None | None | False | None | False | 433912.5 | 0 | | 2886385 | 94450 | None | code02 | B) Filtration & Filter Media :Providing of Multi-grade Pressure Filter with required accessories for con- necting the filter to rising main with a maximum / minimum operating pres- sure of 3.5 Kg/ cm2 to 2.0 Kg / cm2 respectively and confirming to the fol- lowing specifications: to filter water containing 50ppm of suspended solids to produce a filtrate with less than 5ppm of suspended solids.a) The vertical cylindrical shell with dish ends made up of mild steel con- firming to IS 2062 fabricated of plate thickness 6mm and dish end thickness 8mm the inner surface of M.S. Shell should be provided with epoxy paint, the raw material confirming to FDA standards. Protective coat of red oxide primer and enamel paint as per IS 14209 for outer surface of the M.S. Shell should be provided.
Automatic hydraulic self cleaning screen filter (400 Microns)
Working pressure :1.5 Kg / Cm2 to 3.5 Kg / cm2
Filter vessel dia (Anthracite/Carbon) :2000mm
HOS : 1875mm
Frontal pipeline :100mm
valves : Butterfly valves
Shell thickness :6mm
Pressure relief valve :1 Nos
Pressure gauge :2 nos
MOC of vessel : MS IS 2062 with Epoxy food grade inside | Nos | 648375.0 | 648375.0 | 1.0 | False | None | None | False | None | False | 648375.0 | 0 | | 2886386 | 94450 | None | code03 | 3) Anthracite, Carbon
CHEMICAL COMPO SITION
Carbon Content : 92.00%
Moisture Content :2.00%
Ash Content : 3.50%
Volatile Matter : 5.50%
Sulphur : 0.60%
Bulk Volume : 1.37cum m/t
Bulk Density :700 kg/cum
Density/Specific gravity : 1.40-1.45 kg/dcum
Grain Porosity : less than 10%
Crush resistance : Hardgrave Index 38
Attrition Loss : 0.06%
Loss on ignition : 97-95% | Nos | 448875.0 | 448875.0 | 1.0 | False | None | None | False | None | False | 448875.0 | 0 | | 2886387 | 94450 | None | code04 | Supply, installation and commissioning of Chlorine Di Oxide Generator and confirming the specification as per below.Application of ClO2 Generator: 1) For disinfection ClO2 dosage required between 0.2-0.3ppm or mg/litre and for disinfection chemical has to dilute at site using RO water or DM water. 2) For removal of dissolved algea and green color from the raw water 0.68-1ppm or mg/litre dosage is required. For the capacity from 10000lph to 450000lph The Requirment of Chemicals Refer ANNEXURE-E
| Set | 614250.0 | 614250.0 | 1.0 | False | None | None | False | None | False | 614250.0 | 0 | | 2886388 | 94450 | None | code05 | FOUNDATION FOR MGF: 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 ordinary or soft rock without blasting upto 1.5 m depth | Cum | 285.6 | 285.6 | 0.256 | False | None | None | False | None | False | 73.1136 | 0 | | 2886389 | 94450 | 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.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5831.7 | 5831.7 | 0.384 | False | None | None | False | None | False | 2239.3728 | 0 | | 2886390 | 94450 | None | code07 | 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, & formwork, 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, dowel bars to be paid separately, M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6552.15 | 6552.15 | 1.152 | False | None | None | False | None | False | 7548.0768 | 0 | | 2886391 | 94450 | None | code08 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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). | Kg | 96.6 | 96.6 | 69.12 | False | None | None | False | None | False | 6676.992 | 0 | | 2886392 | 94450 | None | code09 | TRANSFORMER YARD (4m X 4m): 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 | Cum | 76.65 | 76.65 | 1.6 | False | None | None | False | None | False | 122.64 | 0 | | 2886393 | 94450 | None | code10 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 0.225 | False | None | None | False | None | False | 1312.1325 | 0 | | 2886394 | 94450 | None | code11 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6552.15 | 6552.15 | 2.7 | False | None | None | False | None | False | 17690.805 | 0 | | 2886395 | 94450 | None | code12 | Supplying of Screener material of coarse Aggregate bed 40mm 1st layer incl of labour, material cost etc complete | Cum | 1246.88 | 1246.88 | 1.6 | False | None | None | False | None | False | 1995.008 | 0 | | 2886396 | 94450 | None | code13 | Supplying of Screener material of coarse Aggregate bed 20mm 1st layer incl of labour, material cost etc complete | Cum | 1346.63 | 1346.63 | 1.6 | False | None | None | False | None | False | 2154.608 | 0 | | 2886397 | 94450 | None | code14 | CONSTRUCTION OFALUM/COAGULANT/LABORATORY/ACCOMMODATION ROOM (10m X 10m Size): 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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 285.6 | 285.6 | 81.616 | False | None | None | False | None | False | 23309.5296 | 0 | | 2886398 | 94450 | None | code15 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 11.35 | False | None | None | False | None | False | 66189.795 | 0 | | 2886399 | 94450 | None | code16 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Entrance Steps | Cum | 5820.15 | 5820.15 | 11.49 | False | None | None | False | None | False | 66873.5235 | 0 | | 2886400 | 94450 | None | code17 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5457.9 | 5457.9 | 8.37 | False | None | None | False | None | False | 45682.623 | 0 | | 2886401 | 94450 | None | code18 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Footings. | Cum | 6780.18 | 6780.18 | 4.0 | False | None | None | False | None | False | 27120.72 | 0 | | 2886402 | 94450 | None | code19 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Columns. | Cum | 10672.52 | 10672.52 | 0.6054 | False | None | None | False | None | False | 6461.143608 | 0 | | 2886403 | 94450 | None | code20 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Plinth Beam . | Cum | 9416.93 | 9416.93 | 2.07 | False | None | None | False | None | False | 19493.0451 | 0 | | 2886404 | 94450 | None | code21 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Plinth Beam . | Cum | 9416.93 | 9416.93 | 0.96 | False | None | None | False | None | False | 9040.2528 | 0 | | 2886405 | 94450 | None | code22 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Plinth Beam . | Cum | 9416.93 | 9416.93 | 2.96 | False | None | None | False | None | False | 27874.1128 | 0 | | 2886406 | 94450 | None | code23 | 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 | 214.2 | 214.2 | 96.13 | False | None | None | False | None | False | 20591.046 | 0 | | 2886407 | 94450 | None | code24 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Columns | Cum | 11042.01 | 11042.01 | 3.26 | False | None | None | False | None | False | 35996.9526 | 0 | | 2886408 | 94450 | None | code25 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Lintel Beams | Cum | 10392.48 | 10392.48 | 0.57 | False | None | None | False | None | False | 5923.7136 | 0 | | 2886409 | 94450 | None | code26 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Lintel Beams | Cum | 10392.48 | 10392.48 | 0.16 | False | None | None | False | None | False | 1662.7968 | 0 | | 2886410 | 94450 | None | code27 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For RS | Cum | 10392.48 | 10392.48 | 0.0828 | False | None | None | False | None | False | 860.497344 | 0 | | 2886411 | 94450 | None | code28 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Chejja Concrete | Cum | 9418.19 | 9418.19 | 0.6615 | False | None | None | False | None | False | 6230.132685 | 0 | | 2886412 | 94450 | None | code29 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Chejja Concrete | Cum | 9418.19 | 9418.19 | 0.1701 | False | None | None | False | None | False | 1602.034119 | 0 | | 2886413 | 94450 | None | code31 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 7295.4 | 7295.4 | 25.86 | False | None | None | False | None | False | 188659.044 | 0 | | 2886414 | 94450 | None | code32 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Sqm | 909.3 | 909.3 | 74.87 | False | None | None | False | None | False | 68079.291 | 0 | | 2886415 | 94450 | None | code33 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Roof Slab | Cum | 9742.95 | 9742.95 | 16.41 | False | None | None | False | None | False | 159881.8095 | 0 | | 2886416 | 94450 | None | code34 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof Beams | Cum | 10392.48 | 10392.48 | 1.38 | False | None | None | False | None | False | 14341.6224 | 0 | | 2886417 | 94450 | None | code35 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof Beams | Cum | 10392.48 | 10392.48 | 3.44 | False | None | None | False | None | False | 35750.1312 | 0 | | 2886418 | 94450 | None | code36 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof Beams | Cum | 10392.48 | 10392.48 | 19.18 | False | None | None | False | None | False | 199327.7664 | 0 | | 2886419 | 94450 | None | code37 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Form Slab | Cum | 9742.95 | 9742.95 | 0.495 | False | None | None | False | None | False | 4822.76025 | 0 | | 2886420 | 94450 | None | code38 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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) | Kg | 96.6 | 96.6 | 1050.4 | False | None | None | False | None | False | 101468.64 | 0 | | 2886421 | 94450 | None | code39 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick 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.Internal | Sqm | 308.7 | 308.7 | 268.16 | False | None | None | False | None | False | 82780.992 | 0 | | 2886422 | 94450 | None | code40 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick 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.External | Sqm | 308.7 | 308.7 | 277.105 | False | None | None | False | None | False | 85542.3135 | 0 | | 2886423 | 94450 | None | code41 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth ren dering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 287.7 | 287.7 | 100.0 | False | None | None | False | None | False | 28770.0 | 0 | | 2886424 | 94450 | None | code42 | Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. | Sqm | 664.65 | 664.65 | 100.0 | False | None | None | False | None | False | 66465.0 | 0 | | 2886425 | 94450 | None | code43 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. Same as Item Plastering External walls | Sqm | 69.3 | 69.3 | 277.11 | False | None | None | False | None | False | 19203.723 | 0 | | 2886426 | 94450 | None | code44 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. Qty Same as Item Plastering Internal walls & ceiling | Sqm | 110.25 | 110.25 | 268.16 | False | None | None | False | None | False | 29564.64 | 0 | | 2886427 | 94450 | None | code45 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and rein forced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made. Windows | Sqm | 7058.1 | 7058.1 | 18.0 | False | None | None | False | None | False | 127045.8 | 0 | | 2886428 | 94450 | None | code46 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Wiindows (Rate as per Govt Order) | Kg | 152.25 | 152.25 | 378.0 | False | None | None | False | None | False | 57550.5 | 0 | | 2886429 | 94450 | None | code47 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Wiindows | Sqm | 113.3 | 113.3 | 18.0 | False | None | None | False | None | False | 2039.4 | 0 | | 2886430 | 94450 | None | code48 | 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 @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per 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 & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 782.25 | 782.25 | 106.09 | False | None | None | False | None | False | 82988.9025 | 0 | | 2886431 | 94450 | None | code49 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2635.5 | 2635.5 | 3.6 | False | None | None | False | None | False | 9487.8 | 0 | | 2886432 | 94450 | None | code50 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with both side prelam. | Sqm | 3993.15 | 3993.15 | 5.76 | False | None | None | False | None | False | 23000.544 | 0 | | 2886433 | 94450 | None | code51 | Water supply and sanitary works Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) 15mm Heavy duty dia GI pipe | Rmtr | 211.68 | 211.68 | 25.0 | False | None | None | False | None | False | 5292.0 | 0 | | 2886434 | 94450 | None | code52 | Water supply and sanitary works Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) 25mm Heavy duty dia GI pipe | Rmtr | 392.05 | 392.05 | 35.0 | False | None | None | False | None | False | 13721.75 | 0 | | 2886435 | 94450 | None | code53 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete,
including painting of fittings and brackets, cutting and making good the wall wherever required Size 600x450x200 mm | Each | 4876.2 | 4876.2 | 1.0 | False | None | None | False | None | False | 4876.2 | 0 | | 2886436 | 94450 | None | code54 | 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. 25 mm | No | 1227.45 | 1227.45 | 2.0 | False | None | None | False | None | False | 2454.9 | 0 | | 2886437 | 94450 | None | code55 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but eithout fittings and the base support for tank. | Ltr | 8.4 | 8.4 | 1000.0 | False | None | None | False | None | False | 8400.0 | 0 | | 2886438 | 94450 | None | code56 | Supplying of 15mm dia Bib cocks | No | 180.0 | 180.0 | 10.0 | False | None | None | False | None | False | 1800.0 | 0 | | 2886439 | 94450 | None | code57 | Supplying of 25mm dia Brass Ball valves. | No | 550.0 | 550.0 | 2.0 | False | None | None | False | None | False | 1100.0 | 0 | | 2886440 | 94450 | None | code58 | 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: 110 mm dia, 6 Kg/ Sqcm & Class 3 PVC rain water down take pipes with clamps | Rmtr | 413.7 | 413.7 | 22.0 | False | None | None | False | None | False | 9101.4 | 0 | | 2886441 | 94450 | None | code59 | REPAIR WORKS FOR EXISTING PUMP HOUSE & PWS @WTP: 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, plywood / steel formwork, 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 shall be paid separately). P&L PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter, compaction, curing etc. For Raft Concrete (To avoid Seepage water from bottom of the tank) @ WTP | Cum | 6877.5 | 6877.5 | 16.95 | False | None | None | False | None | False | 116573.625 | 0 | | 2886442 | 94450 | None | code60 | Providing plastering in cement mortar 1:3 proportion with minimum 2% of approved quality water proof compound, including scaffolding, racking out joints 25mm deep, smooth finishing, curing etc. with all lead and lifts for all materials etc. complete for 20 mm thick plastering | Cum | 353.85 | 353.85 | 207.24 | False | None | None | False | None | False | 73331.874 | 0 | | 2886443 | 94450 | None | code61 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 | Cum | 69.3 | 69.3 | 207.24 | False | None | None | False | None | False | 14361.732 | 0 | | 2886444 | 94450 | None | code62 | 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. 600 mm X 600 mm size | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 2886445 | 94450 | None | code63 | Caged Ladder 1 NumberProviding and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ISMC 150mm considered | Kg | 108.15 | 108.15 | 378.58 | False | None | None | False | None | False | 40943.427 | 0 | | 2886446 | 94450 | None | code64 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel For over head tanks upto 2.5 lakhs capacity. | Each | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 2886447 | 94450 | 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 Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6014.4 | 6014.4 | 1.5 | False | None | None | False | None | False | 9021.6 | 0 | | 2886448 | 94450 | None | code66 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Wiindows | Sqm | 111.3 | 111.3 | 10.26 | False | None | None | False | None | False | 1141.938 | 0 | | 2886449 | 94450 | None | code67 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. External Painting | Sqm | 110.25 | 110.25 | 64.0 | False | None | None | False | None | False | 7056.0 | 0 | | 2886450 | 94450 | None | code68 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. Internal Painting | Sqm | 69.3 | 69.3 | 75.82 | False | None | None | False | None | False | 5254.326 | 0 | | 2886451 | 94450 | None | code69 | ESTIMATE FOR CHAIN LINK FENCING FOR WTP AREA (TOTAL = 900m): 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 ordinary/soft rock without blasting upto 1.5 m depth. | Cum | 285.6 | 285.6 | 2.88 | False | None | None | False | None | False | 822.528 | 0 | | 2886452 | 94450 | None | code70 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 0.432 | False | None | None | False | None | False | 2519.2944 | 0 | | 2886453 | 94450 | None | code71 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6864.17 | 6864.17 | 0.85 | False | None | None | False | None | False | 5834.5445 | 0 | | 2886454 | 94450 | None | code72 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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 | 96.6 | 96.6 | 68.0 | False | None | None | False | None | False | 6568.8 | 0 | | 2886455 | 94450 | None | code73 | Providing and fixing chain link fencing consisting of 3 m long 65 x 65 x 6 mm M.S angles with top 50 cm bent at 30 degree to vertical fixed at 2.5 m intervals in C.C 1 : 3 : 6 proportion using 20 mm down graded coarse aggregate for 70 cm depth, fixing 50 x 50 mm opening 8 gauge G.I chain link mesh upto 1.8 m height of poles using 8 gauge stretcher wire at top and bottom and 30 x 30 x 5 mm M.S angles with bolts /nuts / washers ( 4 bolts for each pole ), fixing 3 rows of 12 gauge ( 4 barbs at 7.5 cm c/c ) G.I barbed wire for top bent portion of poles, including cost of all materials, machinery, labour, excavation of pit, mixing and laying concrete, curing, drilling holes in angles, cleaning angles, painting angles and Chain links with 2 coats of synthetic enamel paint over a coat of primer etc., complete with all lead and lifts. 940m Length | m | 1444.8 | 1444.8 | 940.0 | False | None | None | False | None | False | 1358112.0 | 0 | | 2886456 | 94450 | None | code74 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Wiindows For entrance gate (21Kgs per sqm) (As per govt revised rate) | Kg | 152.25 | 152.25 | 189.0 | False | None | None | False | None | False | 28775.25 | 0 | | 2886457 | 94450 | None | code30 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6014.4 | 6014.4 | 4.78 | False | None | None | False | None | False | 28748.832 | 0 |
| | 1709374239000 | 1 | None | None | Water supply/sewage lines | Pure Water Pumping Machineries& Rising Main | 22756468.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2886458 | 94451 | None | code01 | PURE WATER PUMPING MACHINERIES AT WTP (PWS) FOR PUMPING TO KAMMARACHEDU VILLAGE ( 5HP,186 LPM, 52 M HEAD, Submersible pump: Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. 7HP, 212 LPM, 65 M HEAD (1W+1SB) | Each | 35000.0 | 35000.0 | 2.0 | False | None | None | False | None | False | 70000.0 | 0 | | 2886459 | 94451 | None | code02 | 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.1 x 3 x 10 Sq mm | Mtr | 304.5 | 304.5 | 50.0 | False | None | None | False | None | False | 15225.0 | 0 | | 2886460 | 94451 | None | code03 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Pressure gauge - 80 mm | Each | 603.75 | 603.75 | 2.0 | False | None | None | False | None | False | 1207.5 | 0 | | 2886461 | 94451 | None | code04 | Gate Valve : Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm (2 for delivery, 1 for PG) | No | 1312.5 | 1312.5 | 4.0 | False | None | None | False | None | False | 5250.0 | 0 | | 2886462 | 94451 | None | code05 | 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 Add Area Weightage 5% (50 mm dia ) | No | 1338.75 | 1338.75 | 2.0 | False | None | None | False | None | False | 2677.5 | 0 | | 2886463 | 94451 | None | code06 | 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 typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 6 HP | Each | 9975.0 | 9975.0 | 2.0 | False | None | None | False | None | False | 19950.0 | 0 | | 2886464 | 94451 | None | code07 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 577.5 | 577.5 | 4.0 | False | None | None | False | None | False | 2310.0 | 0 | | 2886465 | 94451 | None | code08 | 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. | Per 3 Poles | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2886466 | 94451 | None | code09 | Galvanised Mild Steel Tubes : Supply and delivery of galvanized mild steel tubes of 6 mtr standard length heavy class (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) 50mm | Each | 3202.5 | 3202.5 | 2.0 | False | None | None | False | None | False | 6405.0 | 0 | | 2886467 | 94451 | None | code10 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6457.5 | 6457.5 | 2.0 | False | None | None | False | None | False | 12915.0 | 0 | | 2886468 | 94451 | None | code11 | Main connection : Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqm | Each | 682.5 | 682.5 | 50.0 | False | None | None | False | None | False | 34125.0 | 0 | | 2886469 | 94451 | None | code12 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cut-outs and other equipments on the meter board in the pit. The pit should be filled-up with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from pipe to the conduits etc., is to be established through G.I. Wire of sizes as per clause 7.3.3 of IS 732 using 12 mm bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia. | Job | 3937.5 | 3937.5 | 2.0 | False | None | None | False | None | False | 7875.0 | 0 | | 2886470 | 94451 | None | code13 | PURE WATER PUMPING MACHINERIES AT WTP (PWS) FOR PUMPING TO Y-BUDIHAL & BENCHIKOTTAL CAMP ( 23HP, 379 LPM, 122 M HEAD, Submersible pump) : Providing,supplying to work site,fixing of Submersible Pump Set of 150mm dia suitable for Openwell and confirming to IS 8034;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.. For (1 W + 1 S) | No | 150000.0 | 150000.0 | 2.0 | False | None | None | False | None | False | 300000.0 | 0 | | 2886471 | 94451 | None | code14 | 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.1 x 3 x 10 Sq mm | Mtr | 304.5 | 304.5 | 50.0 | False | None | None | False | None | False | 15225.0 | 0 | | 2886472 | 94451 | None | code15 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Pressure gauge - 80 mm | Set | 603.75 | 603.75 | 2.0 | False | None | None | False | None | False | 1207.5 | 0 | | 2886473 | 94451 | None | code16 | 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, 50mm Dia. | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2886474 | 94451 | None | code17 | Gate Valve : Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 80 mm (2 For delivery) | No | 1837.5 | 1837.5 | 2.0 | False | None | None | False | None | False | 3675.0 | 0 | | 2886475 | 94451 | None | code18 | 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 80mm Size. | No | 1827.0 | 1827.0 | 2.0 | False | None | None | False | None | False | 3654.0 | 0 | | 2886476 | 94451 | None | code19 | 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 6 to 15 HP pumps | Each | 14962.5 | 14962.5 | 2.0 | False | None | None | False | None | False | 29925.0 | 0 | | 2886477 | 94451 | None | code20 | Power Capacitor : Supply and delivery at site best indigenous brand new power capacitor as per IS 834/1986 with latest amendments with KPTCL authorities and rection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 577.5 | 577.5 | 8.0 | False | None | None | False | None | False | 4620.0 | 0 | | 2886478 | 94451 | None | code21 | M C B : 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. | Per 3 Poles | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2886479 | 94451 | None | code22 | Galvanised Mild Steel Tubes : Supply and delivery of galvanized mild steel tubes of 6 mtr standard length heavy class (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) 80mm dia. | Each | 4365.9 | 4365.9 | 2.0 | False | None | None | False | None | False | 8731.8 | 0 | | 2886480 | 94451 | None | code23 | Erection, Electrification and Commissioning Works of Submersible Pumpsets : Labour charges for Erection, Electrification and commissioning of Pump
sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary
tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6457.5 | 6457.5 | 2.0 | False | None | None | False | None | False | 12915.0 | 0 | | 2886481 | 94451 | None | code24 | Main connection : Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqm | Each | 682.5 | 682.5 | 50.0 | False | None | None | False | None | False | 34125.0 | 0 | | 2886482 | 94451 | None | code25 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cut-outs and other equipments on the meter board in the pit. The pit should be filled-up with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from pipe to the conduits etc., is to be established through G.I. Wire of sizes as per clause 7.3.3 of IS 732 using 12 mm bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 12 mm dia. | Job | 3937.5 | 3937.5 | 2.0 | False | None | None | False | None | False | 7875.0 | 0 | | 2886483 | 94451 | None | code26 | PURE WATER RISING MAIN FROM PWS AT WTP TO KAMMARACHEDU VILLAGE (3960 m length 90 mm dia HDPE, PE-100, PN-10&12.5) : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 203.7 | 203.7 | 1552.32 | False | None | None | False | None | False | 316207.584 | 0 | | 2886484 | 94451 | None | code27 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In ordinary/ soft rock without requiring blasting) upto 1.5m depth | Cum | 359.1 | 359.1 | 194.04 | False | None | None | False | None | False | 69679.764 | 0 | | 2886485 | 94451 | None | code28 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In hard rock (requiring blastin) upto 1.5m depth | Cum | 532.35 | 532.35 | 97.02 | False | None | None | False | None | False | 51648.597 | 0 | | 2886486 | 94451 | None | code29 | 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 soils upto 1.5m depth | Cum | 389.55 | 389.55 | 97.02 | False | None | None | False | None | False | 37794.141 | 0 | | 2886487 | 94451 | None | code30 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Gravel bedding | Cum | 383.25 | 383.25 | 9.702 | False | None | None | False | None | False | 3718.2915 | 0 | | 2886488 | 94451 | None | code31 | Supplying, 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. 90mm dia HDPE, PE-100, PN-10 | Mtr | 397.21 | 397.21 | 3840.0 | False | None | None | False | None | False | 1525286.4 | 0 | | 2886489 | 94451 | None | code32 | Supplying, 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. 90mm dia HDPE, PE-100, PN-12.5 | Mtr | 442.26 | 442.26 | 120.0 | False | None | None | False | None | False | 53071.2 | 0 | | 2886490 | 94451 | None | code33 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe 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 including jointing with all labour, all lead and lift including encasing the special 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) Supplying, laying and jointing HDPE 90mm dia Couplers | Each | 197.0 | 197.0 | 20.0 | False | None | None | False | None | False | 3940.0 | 0 | | 2886491 | 94451 | None | code34 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe 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 including jointing with all labour, all lead and lift including encasing the special 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) Supplying, laying and jointing HDPE 90mm dia Bends | Each | 387.0 | 387.0 | 7.0 | False | None | None | False | None | False | 2709.0 | 0 | | 2886492 | 94451 | None | code35 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 128.1 | 128.1 | 1808.5 | False | None | None | False | None | False | 231668.85 | 0 | | 2886493 | 94451 | None | code36 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied
Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) 50mm dia PN-10 | No | 4729.2 | 4729.2 | 3.0 | False | None | None | False | None | False | 14187.6 | 0 | | 2886494 | 94451 | None | code37 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. DI tamper proof Air valve 50 mm dia of PN 10- dimension | No | 24089.1 | 24089.1 | 7.0 | False | None | None | False | None | False | 168623.7 | 0 | | 2886495 | 94451 | None | code38 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing). | Each | 113.4 | 113.4 | 7.0 | False | None | None | False | None | False | 793.8 | 0 | | 2886496 | 94451 | None | code39 | 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 hisFor Heavy Duty GI pipe:. | m | 573.3 | 573.3 | 3.5 | False | None | None | False | None | False | 2006.55 | 0 | | 2886497 | 94451 | None | code40 | 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. 50mm Dia. | Each | 1312.5 | 1312.5 | 7.0 | False | None | None | False | None | False | 9187.5 | 0 | | 2886498 | 94451 | None | code41 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied
Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) 80mm dia PN-10 | Each | 8413.65 | 8413.65 | 2.0 | False | None | None | False | None | False | 16827.3 | 0 | | 2886499 | 94451 | None | code42 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing). Pipes and specials of dia 80mm. | Each | 124.95 | 124.95 | 2.0 | False | None | None | False | None | False | 249.9 | 0 | | 2886500 | 94451 | None | code43 | Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. 80 mm dia (1 at WTP, 1 at OHT) | No | 67748.1 | 67748.1 | 2.0 | False | None | None | False | None | False | 135496.2 | 0 | | 2886501 | 94451 | None | code44 | VALVE CHAMBER FOR RISING / GRAVITY MAIN PIPELINES
(1.20 M X 1.20 M SIZE) : 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 re quired to complete the work In all kinds of soils Depth upto 3 m. | Cum | 76.65 | 76.65 | 52.164 | False | None | None | False | None | False | 3998.3706 | 0 | | 2886502 | 94451 | None | code45 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 4.53 | False | None | None | False | None | False | 26417.601 | 0 | | 2886503 | 94451 | None | code46 | 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6591.85 | 6591.85 | 5.376 | False | None | None | False | None | False | 35437.7856 | 0 | | 2886504 | 94451 | None | code47 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding all lead & lifts, cost of all materials of quality, 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6909.21 | 6909.21 | 9.18 | False | None | None | False | None | False | 63426.5478 | 0 | | 2886505 | 94451 | None | code48 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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 | 96.6 | 96.6 | 1164.8 | False | None | None | False | None | False | 112519.68 | 0 | | 2886506 | 94451 | None | code49 | 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 | 214.2 | 214.2 | 24.108 | False | None | None | False | None | False | 5163.9336 | 0 | | 2886507 | 94451 | None | code50 | THRUST BLOCK (TYPICAL) (600x600x600 mm) : 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 re quired to complete the work In all kinds of soils Depth upto 3 m. | Cum | 76.65 | 76.65 | 1.728 | False | None | None | False | None | False | 132.4512 | 0 | | 2886508 | 94451 | None | code51 | 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, & formwork, 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 to be paid separately) | Cum | 6552.15 | 6552.15 | 1.296 | False | None | None | False | None | False | 8491.5864 | 0 | | 2886509 | 94451 | None | code52 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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 | 96.6 | 96.6 | 103.8 | False | None | None | False | None | False | 10027.08 | 0 | | 2886510 | 94451 | None | code53 | 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 | 214.2 | 214.2 | 0.431 | False | None | None | False | None | False | 92.3202 | 0 | | 2886511 | 94451 | None | code54 | PURE WATER RISING MAIN FROM IPS TO Y-BUDIHAL VILLAGE OHT's & BENCHIKOTTAL VILLAGE OHT (11410 m length 100 mm & 63mm dia , DI, K-9 & HDPE, PE-100, PN-10) : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 203.7 | 203.7 | 4553.2 | False | None | None | False | None | False | 927486.84 | 0 | | 2886512 | 94451 | None | code55 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In ordinary/ soft rock without requiring blasting) upto 1.5m depth | Cum | 359.1 | 359.1 | 569.15 | False | None | None | False | None | False | 204381.765 | 0 | | 2886513 | 94451 | None | code56 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. In hard rock (requiring blastin) upto 1.5m depth | Cum | 532.35 | 532.35 | 284.575 | False | None | None | False | None | False | 151493.50125 | 0 | | 2886514 | 94451 | None | code57 | 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 soils upto 1.5m depth | Cum | 389.55 | 389.55 | 284.575 | False | None | None | False | None | False | 110856.19125 | 0 | | 2886515 | 94451 | None | code58 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Gravel bedding | Cum | 383.25 | 383.25 | 28.52 | False | None | None | False | None | False | 10930.29 | 0 | | 2886516 | 94451 | None | code59 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Cutting of Aspath road | Cum | 935.55 | 935.55 | 10.5 | False | None | None | False | None | False | 9823.275 | 0 | | 2886517 | 94451 | None | code60 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Cutting of Cement concrete road | Cum | 998.55 | 998.55 | 3.0 | False | None | None | False | None | False | 2995.65 | 0 | | 2886518 | 94451 | None | code61 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2513.7 | 2513.7 | 20.25 | False | None | None | False | None | False | 50902.425 | 0 | | 2886519 | 94451 | None | code62 | 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 M20 (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 m3 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. Road Re Surfacing | Cum | 6459.6 | 6459.6 | 13.5 | False | None | None | False | None | False | 87204.6 | 0 | | 2886520 | 94451 | None | code63 | Supplying, 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. 75mm dia , HDPE, PE-100, PN-10% | Mtr | 296.21 | 296.21 | 150.0 | False | None | None | False | None | False | 44431.5 | 0 | | 2886521 | 94451 | None | code64 | Supplying, 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. 63mm dia , HDPE, PE-100, PN-10% | Mtr | 230.68 | 230.68 | 3500.0 | False | None | None | False | None | False | 807380.0 | 0 | | 2886522 | 94451 | None | code65 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe 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 including jointing with all labour, all lead and lift including encasing the special 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) Supplying, laying and jointing HDPE Couplers 63mm dia | No | 120.0 | 120.0 | 19.0 | False | None | None | False | None | False | 2280.0 | 0 | | 2886523 | 94451 | None | code66 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe 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 including jointing with all labour, all lead and lift including encasing the special 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) Supplying, laying and jointing HDPE 63mm dia Bends | No | 211.0 | 211.0 | 4.0 | False | None | None | False | None | False | 844.0 | 0 | | 2886524 | 94451 | None | code67 | Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. 100mm dia DI,K-9 | Mtr | 1849.83 | 1849.83 | 7760.0 | False | None | None | False | None | False | 14354680.8 | 0 | | 2886525 | 94451 | None | code68 | Supply of DI push on special confirming to IS 9523:2000. All socketed bends 100mm 90 degree bends | Each | 1475.0 | 1475.0 | 8.0 | False | None | None | False | None | False | 11800.0 | 0 | | 2886526 | 94451 | None | code69 | Supply of DI push on special confirming to IS 9523:2000. All socketed bends 100mm 45 degree bends | Each | 1680.0 | 1680.0 | 14.0 | False | None | None | False | None | False | 23520.0 | 0 | | 2886527 | 94451 | None | code70 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 128.1 | 128.1 | 5272.17 | False | None | None | False | None | False | 675364.977 | 0 | | 2886528 | 94451 | None | code71 | Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. DI Scour valve 100 mm dia of body & seat ring bronze PN 25 | No | 19798.8 | 19798.8 | 5.0 | False | None | None | False | None | False | 98994.0 | 0 | | 2886529 | 94451 | None | code72 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied
Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) 50mm dia PN-10 | No | 4729.2 | 4729.2 | 2.0 | False | None | None | False | None | False | 9458.4 | 0 | | 2886530 | 94451 | None | code73 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation DI tamper proof Air valve 50 mm dia of PN 25- dimension | No | 28572.6 | 28572.6 | 11.0 | False | None | None | False | None | False | 314298.6 | 0 | | 2886531 | 94451 | None | code74 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation DI tamper proof Air valve 50 mm dia of PN 10- dimension | No | 24089.1 | 24089.1 | 5.0 | False | None | None | False | None | False | 120445.5 | 0 | | 2886532 | 94451 | None | code75 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing). | Each | 113.4 | 113.4 | 16.0 | False | None | None | False | None | False | 1814.4 | 0 | | 2886533 | 94451 | None | code76 | 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 hisFor Heavy Duty GI pipe:. | Mtr | 573.3 | 573.3 | 8.0 | False | None | None | False | None | False | 4586.4 | 0 | | 2886534 | 94451 | None | code77 | Gate Valve : Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 16.0 | False | None | None | False | None | False | 21000.0 | 0 | | 2886535 | 94451 | None | code78 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For 100mm dia pipe (100mm dia PN-25) | Each | 38479.35 | 38479.35 | 4.0 | False | None | None | False | None | False | 153917.4 | 0 | | 2886536 | 94451 | None | code79 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For 50mm dia PN-10 | Each | 4729.2 | 4729.2 | 2.0 | False | None | None | False | None | False | 9458.4 | 0 | | 2886537 | 94451 | None | code80 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing). Pipes and specials of dia 50mm | Each | 113.4 | 113.4 | 2.0 | False | None | None | False | None | False | 226.8 | 0 | | 2886538 | 94451 | None | code81 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing). Pipes and specials of dia 100mm | Each | 214.2 | 214.2 | 4.0 | False | None | None | False | None | False | 856.8 | 0 | | 2886539 | 94451 | None | code82 | Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. 100 mm | No | 73283.7 | 73283.7 | 1.0 | False | None | None | False | None | False | 73283.7 | 0 | | 2886540 | 94451 | None | code83 | Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. 80 mm | No | 67748.1 | 67748.1 | 3.0 | False | None | None | False | None | False | 203244.3 | 0 | | 2886541 | 94451 | None | code84 | Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. 50 mm | No | 62827.8 | 62827.8 | 1.0 | False | None | None | False | None | False | 62827.8 | 0 | | 2886542 | 94451 | None | code85 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: 100mm dia | Each | 9300.9 | 9300.9 | 1.0 | False | None | None | False | None | False | 9300.9 | 0 | | 2886543 | 94451 | None | code86 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: 80 mm dia | Each | 8413.65 | 8413.65 | 3.0 | False | None | None | False | None | False | 25240.95 | 0 | | 2886544 | 94451 | None | code87 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:50 mm dia | Each | 4729.2 | 4729.2 | 1.0 | False | None | None | False | None | False | 4729.2 | 0 | | 2886545 | 94451 | None | code88 | VALVE CHAMBER FOR RISING / GRAVITY MAIN PIPELINES
(1.20 M X 1.20 M SIZE) : 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 re quired to complete the work In all kinds of soils Depth upto 3 m. | Cum | 76.65 | 76.65 | 126.684 | False | None | None | False | None | False | 9710.3286 | 0 | | 2886546 | 94451 | None | code89 | 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. Mix 1:3:6 (M10) using 40mm nominal sized graded crushed coarse aggregate | Cum | 5831.7 | 5831.7 | 11.016 | False | None | None | False | None | False | 64242.0072 | 0 | | 2886547 | 94451 | None | code90 | 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6591.85 | 6591.85 | 13.05 | False | None | None | False | None | False | 86023.6425 | 0 | | 2886548 | 94451 | None | code91 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding all lead & lifts, cost of all materials of quality, 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 M25 design mix using 20mm nominal size graded crushed coarse aggregates | Cum | 6909.21 | 6909.21 | 22.3 | False | None | None | False | None | False | 154075.383 | 0 | | 2886549 | 94451 | None | code92 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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 | 96.6 | 96.6 | 2828.8 | False | None | None | False | None | False | 273262.08 | 0 | | 2886550 | 94451 | None | code93 | 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 | 214.2 | 214.2 | 58.548 | False | None | None | False | None | False | 12540.9816 | 0 | | 2886551 | 94451 | None | code94 | THRUST BLOCK (TYPICAL) (600x600x600 mm) : 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 re quired to complete the work In all kinds of soils Depth upto 3 m | Cum | 76.65 | 76.65 | 4.608 | False | None | None | False | None | False | 353.2032 | 0 | | 2886552 | 94451 | None | code95 | 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 | 6552.16 | 6552.16 | 3.456 | False | None | None | False | None | False | 22644.26496 | 0 | | 2886553 | 94451 | None | code96 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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 | 96.6 | 96.6 | 276.8 | False | None | None | False | None | False | 26738.88 | 0 | | 2886554 | 94451 | None | code97 | 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 | 214.2 | 214.2 | 1.15 | False | None | None | False | None | False | 246.33 | 0 |
| | 1709374239000 | 0 | None | None | Water supply/sewage lines | ELECTRICAL WORKS & INSTRUMENTATION | 3718215.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2886555 | 94452 | None | Code01 | Supply, erection, testing & commissioning of 11 kV Pole Structure consisting the components as per ESCOM standard Specifications. The quoted rates includes earth excavation, backfilling with concrete foundation for RCC poles,fabrication of structure supports using "C" channel,necessary hardwares and accessories etc. as per Electricity board requirements. DP Structure with RCC Pole - 9 Mtr Long, 145 Kg WL | Set | 25483.0 | 25483.0 | 2.0 | False | None | None | False | None | False | 50966.0 | 0 | | 2886556 | 94452 | None | Code02 | HT Single Top Support with bolts, nuts & washers | Set | 224.0 | 224.0 | 18.0 | False | None | None | False | None | False | 4032.0 | 0 | | 2886557 | 94452 | None | Code03 | 11 kV, 5 KN Polymeric Pin Insulator
(24 mm Dia FRP Rod) | Nos | 221.0 | 221.0 | 18.0 | False | None | None | False | None | False | 3978.0 | 0 | | 2886558 | 94452 | None | Code04 | Rabbit ACSR Conductor for jumps | Mtr | 61.52 | 61.52 | 100.0 | False | None | None | False | None | False | 6152.0 | 0 | | 2886559 | 94452 | None | Code05 | Alkathene Tube 19 mm Dia and in coils of 30 Mtr | Coil | 504.0 | 504.0 | 4.0 | False | None | None | False | None | False | 2016.0 | 0 | | 2886560 | 94452 | None | Code06 | GI Wire 10 SWG | Kg | 77.85 | 77.85 | 10.0 | False | None | None | False | None | False | 778.5 | 0 | | 2886561 | 94452 | None | Code07 | Guy Wire 7/10 SWG | Kg | 80.12 | 80.12 | 20.0 | False | None | None | False | None | False | 1602.4 | 0 | | 2886562 | 94452 | None | Code08 | GI Pipe 100 mm Dia | Mtr | 1528.0 | 1528.0 | 20.0 | False | None | None | False | None | False | 30560.0 | 0 | | 2886563 | 94452 | None | Code09 | PVC Pipe 150 mm Dia | Mtr | 534.0 | 534.0 | 40.0 | False | None | None | False | None | False | 21360.0 | 0 | | 2886564 | 94452 | None | Code10 | PVC Bend 150 mm Dia | Nos | 183.0 | 183.0 | 16.0 | False | None | None | False | None | False | 2928.0 | 0 | | 2886565 | 94452 | None | Code11 | PVC Pipe 25 mm Dia | Mtr | 80.0 | 80.0 | 80.0 | False | None | None | False | None | False | 6400.0 | 0 | | 2886566 | 94452 | None | Code12 | 11 kV, Solid Core Type HG Fuse Unit | Set | 1210.0 | 1210.0 | 2.0 | False | None | None | False | None | False | 2420.0 | 0 | | 2886567 | 94452 | None | Code13 | 11 kV, 400 Amps Double Break GOS
(Dwg No. BESCOM/GM/QS&S/22 Dtd 24.11.2018) | Set | 21422.0 | 21422.0 | 6.0 | False | None | None | False | None | False | 128532.0 | 0 | | 2886568 | 94452 | None | Code14 | Earthing materials pipe type for grounding (Single Electrode with accessories) | Nos | 2364.0 | 2364.0 | 2.0 | False | None | None | False | None | False | 4728.0 | 0 | | 2886569 | 94452 | None | Code15 | Al Lead Wire - 240 Sqmm | Mtr | 334.64 | 334.64 | 180.0 | False | None | None | False | None | False | 60235.2 | 0 | | 2886570 | 94452 | None | Code16 | 11 kV, Lightning Arrester, Metal oxide, 9 kV, 5 kA Polymeric Type with ground disconnector | Set | 1826.0 | 1826.0 | 2.0 | False | None | None | False | None | False | 3652.0 | 0 | | 2886571 | 94452 | None | Code17 | PVC Insulation Tape in rolls of 10 Mtr | Roll | 14.0 | 14.0 | 28.0 | False | None | None | False | None | False | 392.0 | 0 | | 2886572 | 94452 | None | Code18 | Horizontal Cross Arm | Nos | 390.0 | 390.0 | 8.0 | False | None | None | False | None | False | 3120.0 | 0 | | 2886573 | 94452 | None | Code19 | MS Fish plate | Nos | 81.0 | 81.0 | 18.0 | False | None | None | False | None | False | 1458.0 | 0 | | 2886574 | 94452 | None | Code20 | Caution/Danger Board | Nos | 207.0 | 207.0 | 2.0 | False | None | None | False | None | False | 414.0 | 0 | | 2886575 | 94452 | None | Code21 | Construction of platform with size stone, cement concert for erection of Transformer/Metering cubicle/Heavy Structure Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted
curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc.,curing at every stages completely. | Per Structure | 30361.0 | 30361.0 | 1.0 | False | None | None | False | None | False | 30361.0 | 0 | | 2886576 | 94452 | None | Code22 | Distribution Transformer - 3 Phase,
11kV/433V - Stacked CRGO Core with Oil
as per IS-1180 (Part-1): 2014
63 kVA, Aluminum Wdg, Star 2 (5 Star)
As per IS 1180
As per escom standards.
Escom approved make. | No | 184757.0 | 184757.0 | 1.0 | False | None | None | False | None | False | 184757.0 | 0 | | 2886577 | 94452 | None | Code23 | Construction of platform with size stone, cement concert
for erection of Transformer/Metering cubicle/Heavy Structure
Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) Mtr pit
for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone
masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc.,curing at every stages completely. | Per Structure | 30361.0 | 30361.0 | 1.0 | False | None | None | False | None | False | 30361.0 | 0 | | 2886578 | 94452 | None | Code24 | Provision of 100A, FP, 25kA TM MCCB in metal enclosure - outdoor type. | No | 19000.0 | 19000.0 | 1.0 | False | None | None | False | None | False | 19000.0 | 0 | | 2886579 | 94452 | None | Code25 | The Panel shall be fully as per the requirement of Electrical Inspectorate/ EB authorities. Refer Single Line Diagram | No | 355500.0 | 355500.0 | 1.0 | False | None | None | False | None | False | 355500.0 | 0 | | 2886580 | 94452 | None | Code26 | Supply, storing and laying of 11KV 3C - 95Sq.mm XLPE round armoured - Earthed type HT cables, as per the BESCOM requirement. | Mtr | 1175.62 | 1175.62 | 30.0 | False | None | None | False | None | False | 35268.6 | 0 | | 2886581 | 94452 | None | Code27 | 11KV 3C - 95 sq.mm outdoor End Termination of Cables using RAYCHEM / Reputed Equivalent - HEAT SHRINKABLE KITS - OUTDOOR | No | 5931.0 | 5931.0 | 1.0 | False | None | None | False | None | False | 5931.0 | 0 | | 2886582 | 94452 | None | Code28 | 11KV 3C - 95 sq.mm indoor End Termination of Cables using RAYCHEM / Reputed Equivalent - HEAT SHRINKABLE KITS - INDOOR | No | 5616.0 | 5616.0 | 3.0 | False | None | None | False | None | False | 16848.0 | 0 | | 2886583 | 94452 | None | Code29 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS 1554 (Part 1) or IS 7098 Part 1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 3.5C x 95 sq.mm A2XFY | Mtr | 589.04 | 589.04 | 125.0 | False | None | None | False | None | False | 73630.0 | 0 | | 2886584 | 94452 | None | Code30 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 1650.0 | 1650.0 | 4.0 | False | None | None | False | None | False | 6600.0 | 0 | | 2886585 | 94452 | None | Code31 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 4C x 25 sq.mm A2XFY | Mtr | 275.81 | 275.81 | 95.0 | False | None | None | False | None | False | 26201.95 | 0 | | 2886586 | 94452 | None | Code32 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 775.0 | 775.0 | 6.0 | False | None | None | False | None | False | 4650.0 | 0 | | 2886587 | 94452 | None | Code33 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 4C x 16 sq.mm A2XFY | Mtr | 213.44 | 213.44 | 120.0 | False | None | None | False | None | False | 25612.8 | 0 | | 2886588 | 94452 | None | Code34 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 600.0 | 600.0 | 12.0 | False | None | None | False | None | False | 7200.0 | 0 | | 2886589 | 94452 | None | Code35 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 4C x 10 sq.mm A2XFY | Mtr | 178.61 | 178.61 | 25.0 | False | None | None | False | None | False | 4465.25 | 0 | | 2886590 | 94452 | None | Code36 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 485.0 | 485.0 | 2.0 | False | None | None | False | None | False | 970.0 | 0 | | 2886591 | 94452 | None | Code37 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 4C x 6 Sq.mm COPPER Ar. XLPE Cable | Mtr | 544.0 | 544.0 | 30.0 | False | None | None | False | None | False | 16320.0 | 0 | | 2886592 | 94452 | None | Code38 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 450.0 | 450.0 | 4.0 | False | None | None | False | None | False | 1800.0 | 0 | | 2886593 | 94452 | None | Code39 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 3C x 16 sq.mm COPPER Ar. XLPE Cable | Mtr | 889.0 | 889.0 | 40.0 | False | None | None | False | None | False | 35560.0 | 0 | | 2886594 | 94452 | None | Code40 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 700.0 | 700.0 | 8.0 | False | None | None | False | None | False | 5600.0 | 0 | | 2886595 | 94452 | None | Code41 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 3C x 10 sq.mm COPPER Ar. XLPE Cable | Mtr | 642.0 | 642.0 | 40.0 | False | None | None | False | None | False | 25680.0 | 0 | | 2886596 | 94452 | None | Code42 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 500.0 | 500.0 | 8.0 | False | None | None | False | None | False | 4000.0 | 0 | | 2886597 | 94452 | None | Code43 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. 3.5C x 95 sq.mm A2XFY | Mtr | 411.0 | 411.0 | 40.0 | False | None | None | False | None | False | 16440.0 | 0 | | 2886598 | 94452 | None | Code44 | 1.1 kV, XLPE or Heat resistant PVC insulated,
PVC exutruted Inner Seath Armoured LTUG
Cable as per IS-1554 (Part-1) or IS-7098 Part-1,
Armouring strip thickness in average plus or minus 5%
and resistivity 14 Ohms/KM (Max)
as per IS-3975 1.1 kV grade armoured XLPE sheathed, aluminium / Copper conductor, power cables.
The quantity considered is tentative, exact length of the cable shall be accertained as per site condition. End Termination | Each | 375.0 | 375.0 | 8.0 | False | None | None | False | None | False | 3000.0 | 0 | | 2886599 | 94452 | None | Code45 | Grounding of equipments by providing cast iron pipe of 100mm ID 13mm thickness, 2.75 Mtrs long with 2 part clamp out of G.I.Flat 50X6mm continuously welded alround the pipe using cast iron welding electrodes as per drawing including the cost of excavation (All materials to be supplied by the contractor) Providing CI pipe of 100mm ID 13mm thick 2.75mtr long with 2 part clamp out of GI flat 50x6mm clamp welded all round the pipe etc., including cost of excavation, filling, necessary civil works. Making brick masonary chamber 450mmx450mmx300mm internal dimensions, with heavy duty cover. | Nos | 9381.0 | 9381.0 | 5.0 | False | None | None | False | None | False | 46905.0 | 0 | | 2886600 | 94452 | None | Code46 | Supply, erection, testing and commissioning of Plate electrode earth station as per IS 3043 complete with 600 x 600 x 3mm copper plate, 2 runs 25x6mm Cu strip laid from bottom plate to top funnel link, 25mm GI pipe, GI watering funnel, Salt, Charcoal, 450mm x 450mm x 300mm internal dimension brick masonary chamber, heavy duty concrete / CI frame and heavy duty cover etc., complete. | Nos | 13970.0 | 13970.0 | 2.0 | False | None | None | False | None | False | 27940.0 | 0 | | 2886601 | 94452 | None | Code47 | Supply , laying, terminating and testing of the following sizes of GI earth flats and wires with hot dip galvonized laid in cable trays, below ground with necessary excavation & backfilling, with necessary clamps for laying on surface, as per site condition, drawing & specification. All joints in the runs of the conductor shall be welded. 25 x 6 mm GI strip | Mtr | 154.0 | 154.0 | 180.0 | False | None | None | False | None | False | 27720.0 | 0 | | 2886602 | 94452 | None | Code48 | Supply , laying, terminating and testing of the following sizes of GI earth flats and wires with hot dip galvonized laid in cable trays, below ground with necessary excavation & backfilling, with necessary clamps for laying on surface, as per site condition, drawing & specification. All joints in the runs of the conductor shall be welded. 25 x 3 mm GI strip | Mtr | 110.0 | 110.0 | 30.0 | False | None | None | False | None | False | 3300.0 | 0 | | 2886603 | 94452 | None | Code49 | Supply , laying, terminating and testing of the following sizes of Copper earth flats and wires laid in cable trays, below ground with necessary excavation & backfilling, with necessary clamps for laying on surface, drawn through PVC sleeves for various equipment as per site condition, drawing & specification. All joints in the runs of the conductor shall be brazed. 25x3mm Cu. Strip with PVC sleeve | Mtr | 550.0 | 550.0 | 40.0 | False | None | None | False | None | False | 22000.0 | 0 | | 2886604 | 94452 | None | Code50 | Supply and erection of 10 SWG GI chain link fencing for Transformer Yard of 2.5 mtr height with necessary MS angle support alround the fence at regular intervals, using necessary MS Channels, 2 nos. of lockable Gates (2.5mtr width) and necessary civil foundation works as required at site and as per the drawing. | Mtr | 4350.0 | 4350.0 | 22.0 | False | None | None | False | None | False | 95700.0 | 0 | | 2886605 | 94452 | None | Code51 | Supplying and spreading 100mm thick with 20/25mm jelly
with all lead and lifts. | Sqm | 1138.0 | 1138.0 | 12.0 | False | None | None | False | None | False | 13656.0 | 0 | | 2886606 | 94452 | None | Code52 | Excavation for cable laying, hume pipes laying, hdpe pipe laying etc. | Cum | 389.0 | 389.0 | 5.0 | False | None | None | False | None | False | 1945.0 | 0 | | 2886607 | 94452 | None | Code53 | Providing and laying the RCC hume pipe for cable laying at the road crossing or wherever necessary as per site condition. Cost to include RCC collar, cementing of joints using gunny as required and necessary civil works. Excluding excavation. 200 mm dia RCC Hume pipe | Mtr | 424.0 | 424.0 | 6.0 | False | None | None | False | None | False | 2544.0 | 0 | | 2886608 | 94452 | None | Code54 | Providing and laying the RCC hume pipe for cable laying at the road crossing or wherever necessary as per site condition. Cost to include RCC collar, cementing of joints using gunny as required and necessary civil works. Excluding excavation. Collars for RCC Hume Pipe 200 mm Dia | Nos | 144.0 | 144.0 | 2.0 | False | None | None | False | None | False | 288.0 | 0 | | 2886609 | 94452 | None | Code55 | G.I Bucket 9 Ltr Capacity | Nos | 475.0 | 475.0 | 6.0 | False | None | None | False | None | False | 2850.0 | 0 | | 2886610 | 94452 | None | Code56 | Steel Mounting stand for above buckets | Nos | 1838.0 | 1838.0 | 2.0 | False | None | None | False | None | False | 3676.0 | 0 | | 2886611 | 94452 | None | Code57 | Rubber Hand gloves 15 kV, SEAMLESS Confirming to ISS (Sample to be verified for seamless before approval) for electrical purpose | Pairs | 1102.0 | 1102.0 | 1.0 | False | None | None | False | None | False | 1102.0 | 0 | | 2886612 | 94452 | None | Code58 | Supplying rubber gloves of electrical quality tested to 1.1 KV. | Pairs | 1102.0 | 1102.0 | 1.0 | False | None | None | False | None | False | 1102.0 | 0 | | 2886613 | 94452 | None | Code59 | Supply & installation of 11kV Danger board as per the regulations with local language, Hindi & English, as per IS 2551. | Nos | 199.0 | 199.0 | 2.0 | False | None | None | False | None | False | 398.0 | 0 | | 2886614 | 94452 | None | Code60 | Supply & installation of 440V Danger board as per the regulations with local language, Hindi & English, as per IS 2551. | Nos | 199.0 | 199.0 | 2.0 | False | None | None | False | None | False | 398.0 | 0 | | 2886615 | 94452 | None | Code61 | Supply, fabrication, erection of structural steel including red oxide primer & 2 coats of approved enamel paint | Kg | 175.0 | 175.0 | 25.0 | False | None | None | False | None | False | 4375.0 | 0 | | 2886616 | 94452 | None | Code62 | Supply and installation of 1100V, Rubber mats of 2mm thick, 1000 mm wide, As per IS 15652 in front of LT Panel room, wherever required and in accordance with directions of engineer in charge at site. ISI mark clearly indicated on the back of the insulation mat & Colour of the Mats will be Black only. | Mtr | 1695.0 | 1695.0 | 4.0 | False | None | None | False | None | False | 6780.0 | 0 | | 2886617 | 94452 | None | Code63 | First aid Kit | No | 1350.0 | 1350.0 | 1.0 | False | None | None | False | None | False | 1350.0 | 0 | | 2886618 | 94452 | None | Code64 | Supply & fixing of Carbon Dioxide type 6Ltr capacity
(Do not use fire extinguishers on electrical equipment unless it is clearly marked for that purpose. Use a blanket instead.) | No | 6871.0 | 6871.0 | 2.0 | False | None | None | False | None | False | 13742.0 | 0 | | 2886619 | 94452 | None | Code65 | LED Streetlight 90 Watts | No | 8127.0 | 8127.0 | 2.0 | False | None | None | False | None | False | 16254.0 | 0 | | 2886620 | 94452 | None | Code66 | 8 meters - Top 75mm and bottom 155 mm dia | No | 16424.0 | 16424.0 | 2.0 | False | None | None | False | None | False | 32848.0 | 0 | | 2886621 | 94452 | None | Code67 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1000mm Standard 40/50mm dia | No | 1744.0 | 1744.0 | 2.0 | False | None | None | False | None | False | 3488.0 | 0 | | 2886622 | 94452 | None | Code68 | Supplying and fixing 2mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required. 150 X 50 mm | Mtr | 500.0 | 500.0 | 10.0 | False | None | None | False | None | False | 5000.0 | 0 | | 2886623 | 94452 | None | Code69 | Supplying and fixing 2mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required. 300 X 50 mm | Mtr | 625.0 | 625.0 | 10.0 | False | None | None | False | None | False | 6250.0 | 0 | | 2886624 | 94452 | None | Code70 | Supplying and fixing 2mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required. 450 X 50 mm | Mtr | 933.0 | 933.0 | 5.0 | False | None | None | False | None | False | 4665.0 | 0 | | 2886625 | 94452 | None | Code71 | Supplying and fixing 2mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required. 600 X 50 mm | Mtr | 990.0 | 990.0 | 5.0 | False | None | None | False | None | False | 4950.0 | 0 | | 2886626 | 94452 | None | Code72 | Supply and laying of double walled corrugated (DWC) HDPE pipe including all necessary connecting Sockets / Couplings / Tees / Bends / End Caps etc accessories of same materials in exvated ground as per IS 150mm dia | Mtr | 675.0 | 675.0 | 50.0 | False | None | None | False | None | False | 33750.0 | 0 | | 2886627 | 94452 | None | Code73 | Pump House, LAB/AL Room Electrification works :- Internal electrification works including light points, power sockets, lighting circuit wiring, power circuit wiring, switch, socket accessories, distribution boards with components, internal light fittings etc. | LS | 100000.0 | 100000.0 | 1.0 | False | None | None | False | None | False | 100000.0 | 0 | | 2886628 | 94452 | None | Code74 | Supply, storing and laying of 11KV 3C - 95Sq.mm XLPE round armoured - Earthed type HT cables, as per the BESCOM requirement. | Mtr | 1175.62 | 1175.62 | 75.0 | False | None | None | False | None | False | 88171.5 | 0 | | 2886629 | 94452 | None | Code75 | 11KV 3C - 95 sq.mm outdoor End Termination of Cables using RAYCHEM / Reputed Equivalent - HEAT SHRINKABLE KITS - OUTDOOR | Nos | 5931.0 | 5931.0 | 2.0 | False | None | None | False | None | False | 11862.0 | 0 | | 2886630 | 94452 | None | Code76 | Miscellaneous unforseen work items for express line tapping. | LS | 12500.0 | 12500.0 | 1.0 | False | None | None | False | None | False | 12500.0 | 0 | | 2886631 | 94452 | None | Code77 | Solar Panels, Charge Controller, ncessary Battery, outdoor type Battery Box with locking facility, suitable for 70-90 Watt LED Light fixure. The rate shall include installation of Panel, Controller & related wiring works and all necessary accessories.
Operational Hours:- 12 Hours per day with Auto Changeover to EB Load in case of Solar failure.
All equipments with IP66. | Set | 33500.0 | 33500.0 | 2.0 | False | None | None | False | None | False | 67000.0 | 0 | | 2886632 | 94452 | None | Code78 | LED Streetlight 90 Watts suitable for Solar lighting controller | Nos | 6612.0 | 6612.0 | 2.0 | False | None | None | False | None | False | 13224.0 | 0 | | 2886633 | 94452 | None | Code79 | Fabricating, supplying and erection of 8 Mtrs long hot
dip Galvanized Street lighting pole, design or image of pole shall match with the normal electrical street lighiting poles, with necessary arrangment to keep solar panel, charger and battery with enclosure. | Nos | 21500.0 | 21500.0 | 2.0 | False | None | None | False | None | False | 43000.0 | 0 | | 2886634 | 94452 | None | Code80 | Single Arm Bracket with 1000mm Standard 40/50mm dia | Nos | 875.6 | 875.6 | 2.0 | False | None | None | False | None | False | 1751.2 | 0 | | 2886635 | 94452 | None | Code81 | pH Indicator and Transmitter - 2 No Microprocessor Based Design Range 0 to 14.00 pH Mounting Filed Mounted Enclosure Weather proof Supply 230 VAC Max Temp 0 to 45C Operating Pressure 0 to 6 Bar Chlorine Sensor -and Transmitter ( Free Chlorine ) -1 no Application Free Chlorine , Inorganic Chlorine. Range 0 to 5 ppm Operating Pressure Up to 1 Bar Operating Temp 0 to 45C Turbidity Indicator and Transmitter -2 No Scale 0 - 1500 NTU Power Supply 24V dc Operating Temp 0 to 45C Max . Pressure up to 1 Bar Body PVC Cable 10 meter Mounting Immersed in the Tank | Set | 1724250.0 | 1724250.0 | 1.0 | False | None | None | False | None | False | 1724250.0 | 0 |
| | 1709374239000 | 1 | None | None | Water supply/sewage lines | Construction of In Village OHTs | 3877045.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2886636 | 94453 | None | code01 | PROPOSED CONSTRUCTION OF IN VILLAGE OHT's 100KL 9m stg for Kammarachedu Village: 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 | Cum | 76.65 | 76.65 | 76.93 | False | None | None | False | None | False | 5896.6845 | 0 | | 2886637 | 94453 | None | code02 | 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, plywood / steel formwork, 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. (PCC 1:2:4 using 40 mm aggregate) M-15 For Foundation | Cum | 6910.79 | 6910.79 | 4.36 | False | None | None | False | None | False | 30131.0444 | 0 | | 2886638 | 94453 | None | code03 | 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)).RCC M25 Design Mix with 20mm aggregate | Cum | 9687.06 | 9687.06 | 9.17 | False | None | None | False | None | False | 88830.3402 | 0 | | 2886639 | 94453 | None | code04 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 from 0m to 6m | Cum | 14725.15 | 14725.15 | 9.49 | False | None | None | False | None | False | 139741.6735 | 0 | | 2886640 | 94453 | None | code05 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 from 6m to 9m | Cum | 16495.45 | 16495.45 | 3.28 | False | None | None | False | None | False | 54105.076 | 0 | | 2886641 | 94453 | None | code06 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 from 6m to 9m | Cum | 20168.35 | 20168.35 | 0.8 | False | None | None | False | None | False | 16134.68 | 0 | | 2886642 | 94453 | None | code07 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 | Cum | 24778.69 | 24778.69 | 16.27 | False | None | None | False | None | False | 403149.2863 | 0 | | 2886643 | 94453 | None | code08 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate. M-30 | Cum | 28469.23 | 28469.23 | 8.97 | False | None | None | False | None | False | 255368.9931 | 0 | | 2886644 | 94453 | None | code09 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate. M-30 | Cum | 30863.23 | 30863.23 | 2.12 | False | None | None | False | None | False | 65430.0476 | 0 | | 2886645 | 94453 | None | code10 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) -RCC M30 Design MiX | Cum | 29635.99 | 29635.99 | 3.909 | False | None | None | False | None | False | 115847.08491 | 0 | | 2886646 | 94453 | None | code11 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cut ting, 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) | Tonne | 96600.0 | 96600.0 | 6.75 | False | None | None | False | None | False | 652050.0 | 0 | | 2886647 | 94453 | None | code12 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm | Mtr | 4539.15 | 4539.15 | 16.0 | False | None | None | False | None | False | 72626.4 | 0 | | 2886648 | 94453 | None | code13 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete. | Mtr | 5355.0 | 5355.0 | 5.5 | False | None | None | False | None | False | 29452.5 | 0 | | 2886649 | 94453 | None | code14 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. | Each | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 2886650 | 94453 | None | code15 | 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. | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 2886651 | 94453 | None | code16 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: MS Guage sheet for 2.0 m depth. | Each | 4662.0 | 4662.0 | 1.0 | False | None | None | False | None | False | 4662.0 | 0 | | 2886652 | 94453 | None | code17 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. For DI/CI puddle flanges of 80mm dia. | Each | 1897.35 | 1897.35 | 4.0 | False | None | None | False | None | False | 7589.4 | 0 | | 2886653 | 94453 | None | code18 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 0m to 6m | Sqm | 141.75 | 141.75 | 91.69 | False | None | None | False | None | False | 12997.0575 | 0 | | 2886654 | 94453 | None | code19 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 6m to 9m | Sqm | 160.65 | 160.65 | 90.492 | False | None | None | False | None | False | 14537.5398 | 0 | | 2886655 | 94453 | None | code20 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 9m to 12m | Sqm | 183.75 | 183.75 | 61.23 | False | None | None | False | None | False | 11251.0125 | 0 | | 2886656 | 94453 | None | code21 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 12m to 15m | Sqm | 205.8 | 205.8 | 57.2 | False | None | None | False | None | False | 11771.76 | 0 | | 2886657 | 94453 | None | code22 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | cm | 3.15 | 3.15 | 1200.0 | False | None | None | False | None | False | 3780.0 | 0 | | 2886658 | 94453 | None | code23 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) 100mm PN-10 | Nos | 9300.9 | 9300.9 | 4.0 | False | None | None | False | None | False | 37203.6 | 0 | | 2886659 | 94453 | None | code24 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia. | Each | 3075.45 | 3075.45 | 47.0 | False | None | None | False | None | False | 144546.15 | 0 | | 2886660 | 94453 | None | code25 | Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete. | No | 441.0 | 441.0 | 2.0 | False | None | None | False | None | False | 882.0 | 0 | | 2886661 | 94453 | None | code26 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 100 mm | No | 3215.16 | 3215.16 | 4.0 | False | None | None | False | None | False | 12860.64 | 0 | | 2886662 | 94453 | None | code27 | Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc.complete | Each | 9036.3 | 9036.3 | 1.0 | False | None | None | False | None | False | 9036.3 | 0 | | 2886663 | 94453 | None | code28 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Mtr | 1152.9 | 1152.9 | 38.84 | False | None | None | False | None | False | 44778.636 | 0 | | 2886664 | 94453 | None | code29 | 50KL, 9m stg for Y-Budihal: 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 | Cum | 76.65 | 76.65 | 100.48 | False | None | None | False | None | False | 7701.792 | 0 | | 2886665 | 94453 | None | code30 | 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, plywood / steel formwork, 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 shall be paid
separately). (PCC 1:2:4 using 40 mm aggregate) M-15 For Foundation | Cum | 6910.79 | 6910.79 | 3.97 | False | None | None | False | None | False | 27435.8363 | 0 | | 2886666 | 94453 | None | code31 | 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)).RCC M25 Design Mix with 20mm aggregate | Cum | 9687.06 | 9687.06 | 8.65 | False | None | None | False | None | False | 83793.069 | 0 | | 2886667 | 94453 | None | code32 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 from 0m to 6m | Cum | 14725.15 | 14725.15 | 6.7095 | False | None | None | False | None | False | 98798.393925 | 0 | | 2886668 | 94453 | None | code33 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 from 6m to 9m | Cum | 16495.45 | 16495.45 | 1.86 | False | None | None | False | None | False | 30681.537 | 0 | | 2886669 | 94453 | None | code34 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 from 6m to 9m | Cum | 18309.85 | 18309.85 | 0.65 | False | None | None | False | None | False | 11901.4025 | 0 | | 2886670 | 94453 | None | code35 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M-30 | Cum | 24778.69 | 24778.69 | 8.9 | False | None | None | False | None | False | 220530.341 | 0 | | 2886671 | 94453 | None | code36 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate. M-30 | Cum | 28469.23 | 28469.23 | 7.27 | False | None | None | False | None | False | 206971.3021 | 0 | | 2886672 | 94453 | None | code37 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) -RCC M30 Design MiX | Cum | 29635.99 | 29635.99 | 1.85 | False | None | None | False | None | False | 54826.5815 | 0 | | 2886673 | 94453 | None | code38 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) -RCC M30 Design MiX | Tonne | 96600.0 | 96600.0 | 4.7 | False | None | None | False | None | False | 454020.0 | 0 | | 2886674 | 94453 | None | code39 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm | Mtr | 4539.15 | 4539.15 | 16.0 | False | None | None | False | None | False | 72626.4 | 0 | | 2886675 | 94453 | None | code40 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete. | Mtr | 5355.0 | 5355.0 | 5.5 | False | None | None | False | None | False | 29452.5 | 0 | | 2886676 | 94453 | None | code41 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. | Each | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 2886677 | 94453 | None | code42 | 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. | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 2886678 | 94453 | None | code43 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: MS Guage sheet for 2.0 m depth. | Each | 4662.0 | 4662.0 | 1.0 | False | None | None | False | None | False | 4662.0 | 0 | | 2886679 | 94453 | None | code44 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. For DI/CI puddle flanges of 80mm dia. | Each | 1602.3 | 1602.3 | 4.0 | False | None | None | False | None | False | 6409.2 | 0 | | 2886680 | 94453 | None | code45 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 0m to 6m | Sqm | 141.75 | 141.75 | 417.8808 | False | None | None | False | None | False | 59234.6034 | 0 | | 2886681 | 94453 | None | code46 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 6m to 9m | Sqm | 160.65 | 160.65 | 217.0096 | False | None | None | False | None | False | 34862.59224 | 0 | | 2886682 | 94453 | None | code47 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 9m to 12m | Sqm | 183.75 | 183.75 | 49.926 | False | None | None | False | None | False | 9173.9025 | 0 | | 2886683 | 94453 | None | code48 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc 12m to 15m | Sqm | 205.8 | 205.8 | 29.57 | False | None | None | False | None | False | 6085.506 | 0 | | 2886684 | 94453 | None | code49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | cm | 3.15 | 3.15 | 1200.0 | False | None | None | False | None | False | 3780.0 | 0 | | 2886685 | 94453 | None | code50 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: | Nos | 8413.65 | 8413.65 | 4.0 | False | None | None | False | None | False | 33654.6 | 0 | | 2886686 | 94453 | None | code51 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia. | Each | 2315.25 | 2315.25 | 47.0 | False | None | None | False | None | False | 108816.75 | 0 | | 2886687 | 94453 | None | code52 | Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete. | No | 336.0 | 336.0 | 2.0 | False | None | None | False | None | False | 672.0 | 0 | | 2886688 | 94453 | None | code53 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 100 mm | No | 2483.25 | 2483.25 | 4.0 | False | None | None | False | None | False | 9933.0 | 0 | | 2886689 | 94453 | None | code54 | Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc.complete | Each | 9036.3 | 9036.3 | 1.0 | False | None | None | False | None | False | 9036.3 | 0 | | 2886690 | 94453 | None | code55 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Mtr | 1152.9 | 1152.9 | 26.7304 | False | None | None | False | None | False | 30817.47816 | 0 |
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