| 1726828641000 | 0 | None | None | Water supply/sewage lines | Construction of Over Head Water Tank (OHT) in TP Kabbur limits of Belagavi District under Nagarothana (Municipality) Phase-4 Project | 1690125.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4038869 | 156735 | None | INo.1 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work [CSR 2021-22 Chapter No: 1 Item No: 1.14,Pg No:8] | Cum | 76.65 | 76.65 | 29.99 | False | None | None | False | None | False | 2298.7335 | 0 | | 4038870 | 156735 | None | INo.2 | Ordinary rock without blasting | Cum | 285.6 | 285.6 | 12.85 | False | None | None | False | None | False | 3669.96 | 0 | | 4038871 | 156735 | None | INo.3 | 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 and 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).[WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:1.4,SOR CODE:H010D] | Cum | 7783.65 | 7783.65 | 2.15 | False | None | None | False | None | False | 16734.8475 | 0 | | 4038872 | 156735 | None | INo.4 | 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 and 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. [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:2.2,SOR CODE:H020B] | Cum | 11709.47 | 11709.47 | 8.84 | False | None | None | False | None | False | 103511.7148 | 0 | | 4038873 | 156735 | None | INo.5 | 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 and 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)). [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:3.2] | Sqm | 15002.75 | 15002.75 | 5.82 | False | None | None | False | None | False | 87316.005 | 0 | | 4038874 | 156735 | None | INo.6 | 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 and 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)). M30 Design Mix with 20mm aggregate for level and 6 to 6 m height. [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:5.2,SOR CODE:H050B] | Cum | 25056.28 | 25056.28 | 10.31 | False | None | None | False | None | False | 258330.2468 | 0 | | 4038875 | 156735 | None | INo.7 | 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 and 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 for level and upto 6 - 9 m height.[WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:6.2,SOR CODE:H060C] | Cum | 28746.83 | 28746.83 | 7.73 | False | None | None | False | None | False | 222212.9959 | 0 | | 4038876 | 156735 | None | INo.8 | 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 and 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). level 6m to 9m (Minimum cement content: 360 kgs (7.20 bags)) [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:7.2,SOR CODE:H070C] | Cum | 22130.56 | 22130.56 | 6.97 | False | None | None | False | None | False | 154250.0032 | 0 | | 4038877 | 156735 | None | INo.9 | 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) (S.R 21-22 vol-2 item no: 11.32) | Tonne | 96600.0 | 96600.0 | 3.2 | False | None | None | False | None | False | 309120.0 | 0 | | 4038878 | 156735 | None | INo.10 | 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:[WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:11.1,SOR CODE:H110A] | Mtr | 4539.15 | 4539.15 | 12.0 | False | None | None | False | None | False | 54469.8 | 0 | | 4038879 | 156735 | None | INo.11 | 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 (RDW and S SR 2019-20 Ch. No. 4, It.no.4.63) | Mtr | 3253.95 | 3253.95 | 4.5 | False | None | None | False | None | False | 14642.775 | 0 | | 4038880 | 156735 | None | INo.12 | 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.[WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:13,SOR CODE:H140A] | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 4038881 | 156735 | None | INo.13 | 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 .[WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:15.1,SOR CODE:H160A] | No. | 1602.3 | 1602.3 | 5.0 | False | None | None | False | None | False | 8011.5 | 0 | | 4038882 | 156735 | None | INo.14 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:16.1,SOR CODE:H170A] | Mtr | 2315.25 | 2315.25 | 45.0 | False | None | None | False | None | False | 104186.25 | 0 | | 4038883 | 156735 | None | INo.15 | Providing 80 mm dia CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW and SSR 2019-20 Ch. No. 15, It.no.15.55) | No | 200.0 | 200.0 | 1.0 | False | None | None | False | None | False | 200.0 | 0 | | 4038884 | 156735 | None | INo.16 | Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW and S SR 2019-20 Ch. No. 15, It.no.15.57) | No | 320.0 | 320.0 | 1.0 | False | None | None | False | None | False | 320.0 | 0 | | 4038885 | 156735 | None | INo.17 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:[WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:25,SOR CODE:B073] | No | 2365.0 | 2365.0 | 4.0 | False | None | None | False | None | False | 9460.0 | 0 | | 4038886 | 156735 | None | INo.18 | 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 and 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: [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:25.2,SOR CODE:B073A] | No | 8013.0 | 8013.0 | 4.0 | False | None | None | False | None | False | 32052.0 | 0 | | 4038887 | 156735 | None | INo.19 | 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 [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:14.7,SOR CODE:H150H] | Each | 4186.35 | 4186.35 | 1.0 | False | None | None | False | None | False | 4186.35 | 0 | | 4038888 | 156735 | None | INo.20 | 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 9 Mtrs. and upto 12 Mtrs. [WS and UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:20.2,SOR CODE:H210C] | Sqm | 183.75 | 183.75 | 395.92 | False | None | None | False | None | False | 72750.3 | 0 | | 4038889 | 156735 | None | INo.21 | Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work 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. [PWD and SRB 2021-22 ,Vol : II, Chapter No: 8 Item No: 8.40] | Sqm | 94.5 | 94.5 | 3.75 | False | None | None | False | None | False | 354.375 | 0 | | 4038890 | 156735 | None | INo.22 | 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.(S.R 21-22 vol-2 item no:8.49) | cm | 3.15 | 3.15 | 1000.0 | False | None | None | False | None | False | 3150.0 | 0 | | 4038891 | 156735 | None | INo.23 | 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 for:[WS and UW CSR 2021-22, Vol :V , Chapter No: 17.2,Item No:25,SOR CODE:H180B] | Each | 9036.0 | 9036.0 | 1.0 | False | None | None | False | None | False | 9036.0 | 0 | | 4038892 | 156735 | None | INo.24 | 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) [WS and UW CSR 2021-22, Vol :V , Chapter No: 17,Item No:,SOR CODE:H230A] | Mtr | 1152.9 | 1152.9 | 56.0 | False | None | None | False | None | False | 64562.4 | 0 | | 4038893 | 156735 | None | INo.25 | 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. [WS and UW CSR 2021-22,Vol-5,Chapter No.16,Item No:9,SOR CODE:R090C] | No | 69794.0 | 69794.0 | 1.0 | False | None | None | False | None | False | 69794.0 | 0 | | 4038894 | 156735 | None | INo.26 | Construction of valve chamber 1.00x1.00 (sub estimate attached) | No | 20822.2 | 20822.2 | 4.0 | False | None | None | False | None | False | 83288.8 | 0 |
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