1724824949000 | 0 | None | None | Water supply/sewage lines | Construction of jalakumbha near Laxman Kamal Vittal Kamal Hanamant Kamal Kiran Kamal af ward No 15 in Kankanawadi town | 193869.84 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3869753 | 148277 | 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) cum (PWD COMMON SR 2023-24 VOL-1 I.NO 1.4.1 P.NO 5 ) | Cum | 254.1 | 254.1 | 6.144 | False | None | None | False | None | False | 1561.1904 | 0 | 3869754 | 148277 | 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 Page no 15 item no 2.1-2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.9 | False | None | None | False | None | False | 5352.48 | 0 | 3869755 | 148277 | 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 P No.9/I No.5.1.1 Vol-2) | Cum | 5891.55 | 5891.55 | 9.0 | False | None | None | False | None | False | 53023.95 | 0 | 3869756 | 148277 | 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 | 4.0 | False | None | None | False | None | False | 68884.2 | 0 | 3869757 | 148277 | 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 2023-24Volume V (P No: 116 I.No:10.7, ). | Each | 1976.1 | 1976.1 | 4.0 | False | None | None | False | None | False | 7904.4 | 0 | 3869758 | 148277 | 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 | 0.8775 | False | None | None | False | None | False | 5518.114875 | 0 | 3869759 | 148277 | 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 | 167.75 | 167.75 | 14.3999 | False | None | None | False | None | False | 2415.583225 | 0 | 3869760 | 148277 | 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 (8.30)[ PWD SR Page No 46 item No 8.30 volum-2] | Sqm | 182.7 | 182.7 | 50.9 | False | None | None | False | None | False | 9299.43 | 0 | 3869761 | 148277 | 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 | 8.0 | False | None | None | False | None | False | 4905.6 | 0 | 3869762 | 148277 | 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 | 2.4 | False | None | None | False | None | False | 567.0 | 0 | 3869763 | 148277 | 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: 129I.No: 6.2, N090B) For 20 mm dia GI collar | Nos | 173.46 | 173.46 | 8.0 | False | None | None | False | None | False | 1387.68 | 0 | 3869764 | 148277 | 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 For 20 mm dia GI collar: | Nos | 103.95 | 103.95 | 8.0 | False | None | None | False | None | False | 831.6 | 0 | 3869765 | 148277 | 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 | 4.0 | False | None | None | False | None | False | 1247.4 | 0 | 3869766 | 148277 | 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 | 8.0 | False | None | None | False | None | False | 2469.6 | 0 | 3869767 | 148277 | 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) cum PWD COMMON SR 2023-24 VOLUM NO 1 ITEM NO 1.4 -(1.4.1) PAGE NO 5 | Cum | 254.1 | 254.1 | 16.2 | False | None | None | False | None | False | 4116.42 | 0 | 3869768 | 148277 | None | code16 | 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. (WS & UCD, CSR 2023-24, VOL-5, P No-120, NO-10.14.9 SOR CODE-M150J) 4 Kg/m2 75mm ( weight of pipe -0.651 kg) | Mtr | 169.05 | 169.05 | 120.0 | False | None | None | False | None | False | 20286.0 | 0 | 3869769 | 148277 | None | code17 | 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 | 16.2 | False | None | None | False | None | False | 2721.6 | 0 | 3869770 | 148277 | None | code18 | Providing of Gunmetal Ball Valve of Non rising stem, screwed in bonnet, inside screw, integral seats, screwed female ends to IS:554/ BS 21/ ISO 7, Unbreakable sheet metal Handwheel, confoming to IS:778 Class-1 including provision of re-packing under pressure with appurtenances, complete : 150 mm nominal bore etc. complete PWD SR 2023-24 VOL -5 P NO- 35 I NO-2.60 | Each | 221.55 | 221.55 | 4.0 | False | None | None | False | None | False | 886.2 | 0 | 3869771 | 148277 | None | code19 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 75 mm dia PVC Tee PWD SR 2023-24 VOL -5 P NO- 117 I NO-10.10.6 | Each | 122.85 | 122.85 | 4.0 | False | None | None | False | None | False | 491.4 | 0 |
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