| 1721219836000 | 1 | None | None | Water supply/sewage lines | Installation of pipeline from Nagavi farm to Jamadar farm in Ward No. 18 and construction of water tank on three sides. | 1053581.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3538850 | 127605 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m [PWD COMMON SR 2023-24, VOLUMK NO - 1, I NO - 1.4 -(1.4.1), P NO - 5 | Cum | 254.1 | 254.1 | 4.0501 | False | None | None | False | None | False | 1029.13041 | 0 | | 3538851 | 127605 | None | code02 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. [PWD Common DSR 2023-24, Volume-1, P no 15, I no 2.1-2.1.2] Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.9001 | False | None | None | False | None | False | 5353.07472 | 0 | | 3538852 | 127605 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) [PWD Common DSR 2023-24, Vol-2, P No.9, I No.5.1.1] | Cum | 5891.55 | 5891.55 | 8.1001 | False | None | None | False | None | False | 47722.144155 | 0 | | 3538853 | 127605 | None | code04 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm [PWD WS and UGD DSR 2023-24, Volume - V, P No: 116, I.No: 10.6]. | Each | 17221.05 | 17221.05 | 3.0 | False | None | None | False | None | False | 51663.15 | 0 | | 3538854 | 127605 | None | code05 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. [PWD WS and UGD DSR 2023-24, Volume - V, P No: 116 I.No:10.7]. | Each | 1976.1 | 1976.1 | 3.0 | False | None | None | False | None | False | 5928.3 | 0 | | 3538855 | 127605 | None | code06 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. [PWD SR 2023-24, Vol-1, P No 15, I No 2.1.3] | Cum | 6288.45 | 6288.45 | 1.485 | False | None | None | False | None | False | 9338.34825 | 0 | | 3538856 | 127605 | None | code07 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. [PWD Common DSR 2023-24, Volume - 2, P No: 44, I.No:8.19.1]. | Sqm | 267.75 | 267.75 | 12.6001 | False | None | None | False | None | False | 3373.676775 | 0 | | 3538857 | 127605 | None | code08 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [PWD 2023-24 SR, Page No 46, item No 8.30, volum-2] | Sqm | 182.7 | 182.7 | 22.35 | False | None | None | False | None | False | 4083.345 | 0 | | 3538858 | 127605 | None | code09 | 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) [PWD WS and CRS & BWSSB 2023-24 Volume-V (P No: 127 I.No: 11.1.6] For Heavy Duty GI pipe of 50mm dia | Mtr | 613.2 | 613.2 | 3.5999 | False | None | None | False | None | False | 2207.45868 | 0 | | 3538859 | 127605 | None | code10 | 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) [PWD WS and CRS & BWSSB 2023-24, Volume V, P No: 127, I.No: 11.1.2] Light Duty GI pipe of 20mm dia | Mtr | 236.25 | 236.25 | 4.5 | False | None | None | False | None | False | 1063.125 | 0 | | 3538860 | 127605 | None | code11 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. [PWD WS and BWSSB 2023-24 Volume V (P No: 129 I.No: 6.2] For 20 mm dia GI collar | Nos | 173.45 | 173.45 | 12.0 | False | None | None | False | None | False | 2081.4 | 0 | | 3538861 | 127605 | None | code12 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: [PWD BWSSB DSR 2023-24 Volume V (P No: 129 I.No: 11.6.2, N100F) For 50 mm dia GI elbow 11.6.2 | Nos | 103.95 | 103.95 | 3.0 | False | None | None | False | None | False | 311.85 | 0 | | 3538862 | 127605 | None | code13 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. [PWD BWSSB DSR 2023-24 Volume V (P No: 130 I.No: 11.9.6,) For 50 mm dia GI TEE | Each | 311.85 | 311.85 | 1.5 | False | None | None | False | None | False | 467.775 | 0 | | 3538863 | 127605 | None | code14 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark. [PWD BWSSB DSR 2023-24 Volume V (P No: 134 I.No: 11.19.1,) For 15 mm dia GM gland cocks | Nos | 308.7 | 308.7 | 12.0 | False | None | None | False | None | False | 3704.4 | 0 | | 3538864 | 127605 | None | code15 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In (all kinds of soils Depth upto 1.5) m [PWD COMMON SR 2023-24, VOLUME - 1, I NO 1.4 -(1.4.1), P NO 5] | Cum | 254.1 | 254.1 | 564.3 | False | None | None | False | None | False | 143388.63 | 0 | | 3538865 | 127605 | None | code16 | Providing, 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. complete. [WS & UCD, CSR 2023-24, VOL-5, P No-94, NO-9.1.2) HDPE Grade PE80-PN6.0, 75mm dia | Rmtr | 257.25 | 257.25 | 890.0 | False | None | None | False | None | False | 228952.5 | 0 | | 3538866 | 127605 | None | code17 | Providing, 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. complete. [WS & UCD, CSR 2023-24, VOL-5, P No-94, NO-9.1.3) HDPE Grade PE80-PN6.0, 90mm dia | Rmtr | 337.05 | 337.05 | 1200.0 | False | None | None | False | None | False | 404460.0 | 0 | | 3538867 | 127605 | None | code18 | 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, [CSR 2023-24 ,VOL-1, P NO-07, I NO 1.10] | Cum | 168.0 | 168.0 | 564.3 | False | None | None | False | None | False | 94802.4 | 0 | | 3538868 | 127605 | None | code19 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete [WS & UCD SR 2023-24 ,VOL-V, P NO-22, I NO 2.23.2 ] For sluice Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 4.0 | False | None | None | False | None | False | 43650.6 | 0 |
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