| 1720694833000 | 0 | None | None | Water supply/sewage lines | 1 Drilling a new Borewell near Suresh Padolakars house and constructing a Cistern water tank near Mayappa Alakhanures house near Bangara Gida in Ward No.12 2 Construction of Cistern water tank and laying of pipeline at Mayappa Tulajannavara, Narayana Harugeri, Ajeeta Parasa Harugeri, Prakash Balappa Munje, Meenakshi Lakkanna Patrota, Shivu Mayappa Alakhanure, Siddu Ramachandra Alakhanure House in Ward No. 13 | 531025.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3509705 | 125683 | None | code01 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 139 I.No: 12.1.1) Rate 370.00+5%=388.50 | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3509706 | 125683 | None | code02 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 50 to 100 Mtrs PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 139 I.No: 12.1.2) Rate 464.00+5%=487.20 | Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3509707 | 125683 | None | code03 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 100 to150 Mtrs PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 139 I.No: 12.1.3) Rate 493.00+5%=517.65 | Mtr | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | | 3509708 | 125683 | None | code04 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 141 I.No: 12.4) Rate 5288.00+5%=5552.40 | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3509709 | 125683 | None | code05 | Supply of ISI mark 175mm nominal bore, plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends. threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m. prices include Collar-Medium duty. PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 143 I.No: 12.32) Rate 1933.00+5%=2029.65 | Mtr | 2029.65 | 2029.65 | 6.0 | False | None | None | False | None | False | 12177.9 | 0 | | 3509710 | 125683 | None | code06 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and collars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 143 I.No: 12.33) Rate 150.00+5%=157.50 | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3509711 | 125683 | None | code07 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 143 I.No: 12.34) Rate 164.00+5%=172.20 | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3509712 | 125683 | None | code08 | 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, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected 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 (P No: 5 I.No: 1.4.1) . Rate 242.00+5%=254.10 | Cum | 254.1 | 254.1 | 123.93 | False | None | None | False | None | False | 31490.613 | 0 | | 3509713 | 125683 | None | code09 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. M 10 Grade Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 )Rate 5989.00 +5%=6288.45 | Cum | 6288.45 | 6288.45 | 1.8 | False | None | None | False | None | False | 11319.21 | 0 | | 3509714 | 125683 | None | code10 | 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 building DSR 2023-24 Volume 2 (P No: 9 I.No:5.1.1 )Rate 5,611.00+5%=5891.55 | Cum | 5891.55 | 5891.55 | 17.1 | False | None | None | False | None | False | 100745.505 | 0 | | 3509715 | 125683 | None | code11 | Providing and laying in 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 plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) Rate 6323.00+5%=6639.15 | Cum | 6639.15 | 6639.15 | 1.8576 | False | None | None | False | None | False | 12332.88504 | 0 | | 3509716 | 125683 | None | code12 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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. PWD building DSR 2023-24 Volume 2 (P No: 41 I.No:8.1.2 )Rate 241.00+5%=253.05 | Sqm | 253.05 | 253.05 | 21.6 | False | None | None | False | None | False | 5465.88 | 0 | | 3509717 | 125683 | None | code13 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amendments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 1200 mm dia. PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 188 I.No: 16.3.13) Rate 9345.00+5%=9812.25 | Each | 9812.25 | 9812.25 | 8.0 | False | None | None | False | None | False | 78498.0 | 0 | | 3509718 | 125683 | None | code14 | 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 CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 116 I.No: 10.7) Rate 1882.00+5%=1976.10 | Each | 1976.1 | 1976.1 | 7.3 | False | None | None | False | None | False | 14425.53 | 0 | | 3509719 | 125683 | None | code15 | 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)Medium Duty GI pipe of 50mm dia PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 127 I.No: 11.2.6) Rate 584.00+5%=613.20 | Mtr | 613.2 | 613.2 | 7.199 | False | None | None | False | None | False | 4414.4268 | 0 | | 3509720 | 125683 | None | code16 | 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)Medium Duty GI pipe of 20mm dia PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 127 I.No: 11.2.2) Rate 245.00+5%=257.25 | Mtr | 257.25 | 257.25 | 14.9 | False | None | None | False | None | False | 3833.025 | 0 | | 3509721 | 125683 | None | code17 | Providing wrought mild steel (galvanized) 20 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.)For 20 mm dia GI collar:PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 129 I.No: 11.6.2) Rate 99.00+5%=103.95 | Each | 103.95 | 103.95 | 16.0 | False | None | None | False | None | False | 1663.2 | 0 | | 3509722 | 125683 | None | code18 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g PWD Building DSR 2021-22 Volume 2 (P No: 118 I.No: 13.17.1)Rate 148.00+5%=155.40 | Each | 155.4 | 155.4 | 16.0 | False | None | None | False | None | False | 2486.4 | 0 | | 3509723 | 125683 | None | code19 | 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:PVC pipes 63mm dia., 6 kg/sqcm & class 3 PWD CSR Water supply and sewerage works 2023-24 Volume 5 (P No: 113 I.No: 10.1.4) Rate 161.00+5%=169.05 | Mtr | 169.05 | 169.05 | 890.0 | False | None | None | False | None | False | 150454.5 | 0 | | 3509724 | 125683 | None | code20 | 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 PWD common SR 2023-24Volume 1 (P No: 5 I.No: 1.4.1) . Rate 160.00+5%=168.00 | Cum | 168.0 | 168.0 | 115.83 | False | None | None | False | None | False | 19459.44 | 0 | | 3509725 | 125683 | None | code21 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thin able 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. PWD building DSR 2023-24 Volume 2 (P No: 45 I.No:8.25 )Rate 137.00+5%=143.85 | Sqm | 143.85 | 143.85 | 46.64 | False | None | None | False | None | False | 6709.164 | 0 |
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