1708606606000 | 0 | None | None | Water supply/sewage lines | Construction of OHT in Pashupthi Village of Saligrama taluk | 1690301.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2766719 | 88176 | None | code01 | 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 CSR -1 2021-22 Chapter No:1 Page No:8 Item No: 1.14.1) | Cum | 73.0 | 73.0 | 48.04 | False | None | None | False | None | False | 3506.92 | 0 | 2766720 | 88176 | 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. (The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate CSR -V 2021-22 Chapter No:8 Page No:116 Item No: 1.1 (SOR Code:I030A) | Cum | 5742.0 | 5742.0 | 2.9 | False | None | None | False | None | False | 16651.8 | 0 | 2766721 | 88176 | 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 for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick etc.CSR -V 2021-22 Chapter No:8 Page No:107 Item No:2.2 (SOR Code:H020B) | Cum | 9689.0 | 9689.0 | 9.72 | False | None | None | False | None | False | 94177.08 | 0 | 2766722 | 88176 | 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)). RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height.CSR-V 2021-22 Chapter No:8 Page No:108 Item No:3.2(SOR Code:H030B) | Cum | 13731.0 | 13731.0 | 9.16 | False | None | None | False | None | False | 125775.96 | 0 | 2766723 | 88176 | None | code05 | 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)).CSR -V 2021-22 Chapter No:8 Page No:109 Item No:5.2(SOR Code:H050B) | Cum | 20305.0 | 20305.0 | 7.79 | False | None | None | False | None | False | 158175.95 | 0 | 2766724 | 88176 | None | code06 | 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 CSR -V 2021-22 Chapter No:8 Page No:109 Item No:6.2(SOR Code:H060B) | Cum | 21359.0 | 21359.0 | 8.89 | False | None | None | False | None | False | 189881.51 | 0 | 2766725 | 88176 | None | code07 | 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 with 20mm aggregate CSR-V 2021-22 Chapter No:8 Page No:110 Item No:7.2 (SOR code:H070B) | Cum | 20696.0 | 20696.0 | 3.23 | False | None | None | False | None | False | 66848.08 | 0 | 2766726 | 88176 | None | code08 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) CSR-Vol-2 2021-22 Chapter No: Page No:84 Item No:11.32 | Kg | 106.0 | 106.0 | 4460.85 | False | None | None | False | None | False | 472850.1 | 0 | 2766727 | 88176 | None | code09 | 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 CSR-V 2021-22 Chapter No:8 Page No:111 Item No:11.1(SOR code:H110A) | Rmtr | 4323.0 | 4323.0 | 13.0 | False | None | None | False | None | False | 56199.0 | 0 | 2766728 | 88176 | None | code10 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm 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 [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.63] | Rmtr | 3099.0 | 3099.0 | 3.5 | False | None | None | False | None | False | 10846.5 | 0 | 2766729 | 88176 | None | code11 | 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.CSR-V 2021-22 Chapter No:8 Page No:111 Item No:12.1(SOR code:H120A) | Each | 5750.0 | 5750.0 | 1.0 | False | None | None | False | None | False | 5750.0 | 0 | 2766730 | 88176 | None | code12 | 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.CSR-V 2021-22 Chapter No:8 Page No:111 Item No:13(SOR code:H140A) | Each | 2111.0 | 2111.0 | 1.0 | False | None | None | False | None | False | 2111.0 | 0 | 2766731 | 88176 | None | code13 | 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.CSR-V 2021-22 Chapter No:8 Page No:112 Item No:15.1(SOR code:H160A) | Each | 1526.0 | 1526.0 | 4.0 | False | None | None | False | None | False | 6104.0 | 0 | 2766732 | 88176 | None | code14 | Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: 12mm thick for exposed surfaces CSR -V 2021-22 Chapter No:8 Page No:113 Item No:19.2(SOR code:H200B) | Sqm | 299.0 | 299.0 | 242.41 | False | None | None | False | None | False | 72480.59 | 0 | 2766733 | 88176 | None | code15 | 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. complete for: Tanks staging above 6 m and upto 9 m CSR -V SR 2021-22 Chapter No:8 Page No:113 Item No:20.2(SOR code:H210B) | Sqm | 153.0 | 153.0 | 242.41 | False | None | None | False | None | False | 37088.73 | 0 | 2766734 | 88176 | None | code16 | 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. CSR -2 SR 2021-22 Page No:49 Item No:8.49 | cm | 3.0 | 3.0 | 1200.0 | False | None | None | False | None | False | 3600.0 | 0 | 2766735 | 88176 | None | code17 | 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.) CSR-V 2021-22 Chapter No:3 Page No:71 Item No:25.2(SOR code:B073B) | Each | 8013.0 | 8013.0 | 2.0 | False | None | None | False | None | False | 16026.0 | 0 | 2766736 | 88176 | None | code18 | 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 80mmdia.CSR-V 2021-22 Chapter No:8 Page No:112 Item No:16.1(SOR code:H170A) | Rmtr | 2205.0 | 2205.0 | 40.0 | False | None | None | False | None | False | 88200.0 | 0 | 2766737 | 88176 | None | code19 | 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.RDW&S SR 2019-20 Chapter No. 15 Item No: 15.57 | No | 320.0 | 320.0 | 2.0 | False | None | None | False | None | False | 640.0 | 0 | 2766738 | 88176 | None | code20 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: CSR -V 2021-22 Chapter No:8 Page No:115 Item No:24.1(SOR code:H260A) | Each | 2365.0 | 2365.0 | 4.0 | False | None | None | False | None | False | 9460.0 | 0 | 2766739 | 88176 | None | code21 | 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.CSR -V 2021-22 Chapter No:8 Page No:113 Item No:17.2(SOR code:H180B) | Each | 8606.0 | 8606.0 | 1.0 | False | None | None | False | None | False | 8606.0 | 0 | 2766740 | 88176 | None | code22 | 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) CSR-V 2021-22 Chapter No:8 Page No:114 Item No:22(SOR code:H230A) | Rmtr | 1098.0 | 1098.0 | 49.07 | False | None | None | False | None | False | 53878.86 | 0 | 2766741 | 88176 | None | code23 | 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 CSR-2021-22 Vol-V Page No. 107 tem No: 1.3(SOR code:H010C) | Cum | 5911.0 | 5911.0 | 3.6 | False | None | None | False | None | False | 21279.6 | 0 | 2766742 | 88176 | 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 equirements 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) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates CSR-2021-22 Vol-I Page No.91 item No: 2.5.1 | Cum | 6471.0 | 6471.0 | 5.4 | False | None | None | False | None | False | 34943.4 | 0 | 2766743 | 88176 | None | code25 | 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 | 110.0 | 110.0 | 5.4 | False | None | None | False | None | False | 594.0 | 0 | 2766744 | 88176 | None | code26 | Providing and laying in position plain cement concrete for levellingcourse 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 vib rators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5752.0 | 5752.0 | 0.45 | False | None | None | False | None | False | 2588.4 | 0 | 2766745 | 88176 | None | code27 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6096.0 | 6096.0 | 2.56 | False | None | None | False | None | False | 15605.76 | 0 | 2766746 | 88176 | None | code28 | 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. Depth upto 1.50m | Cum | 371.0 | 371.0 | 46.98 | False | None | None | False | None | False | 17429.58 | 0 | 2766747 | 88176 | None | code29 | 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.All kinds of soils. Depth upto 1.50 m | Cum | 194.0 | 194.0 | 70.47 | False | None | None | False | None | False | 13671.18 | 0 | 2766748 | 88176 | None | code30 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/m2: 75mm(weight of pipe -0.917 kg) | Rmtr | 264.6 | 264.6 | 290.0 | False | None | None | False | None | False | 76734.0 | 0 | 2766749 | 88176 | None | code31 | 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 | 122.0 | 122.0 | 70.47 | False | None | None | False | None | False | 8597.34 | 0 |
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