| 1708774331000 | 0 | None | None | Other Works | Construction of side box drain at W.No33 from Yallamma house to yallappa house.Construction of side box drain and two deckslab at W.No 34 from nirvana gowda house to halladamma temple. Construction of side box drain at W.No34 halenahalli from althaf house to basha house Construction of box drain at W.No 34 halenahalli MWS to school and repair of MWS and installation of pipeline. | 2567073.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2800132 | 89816 | None | NO 1 | 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 | 105.06 | 105.06 | 552.2775 | False | None | None | False | None | False | 58022.27415 | 0 | | 2800133 | 89816 | None | No2 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2762.46 | 2762.46 | 33.6299 | False | None | None | False | None | False | 92901.253554 | 0 | | 2800134 | 89816 | None | NO 3 | 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5833.92 | 5833.92 | 45.135 | False | None | None | False | None | False | 263313.9792 | 0 | | 2800135 | 89816 | None | NO 4 | Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8792.13 | 8792.13 | 163.5075 | False | None | None | False | None | False | 1437579.195975 | 0 | | 2800136 | 89816 | None | NO 5 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. | Tonne | 92140.71 | 92140.71 | 5.499 | False | None | None | False | None | False | 506681.76429 | 0 | | 2800137 | 89816 | None | NO 6 | Providing 50 mm Dia HDPE Sleeve pipe with allied accessories at ferrule point of HSC to assist in regulating flow with allen key with appurtenances., complete.(P.No 109, I.No.9.22 C S.R2023-24,VOL5) | No | 301.79 | 301.79 | 56.0 | False | None | None | False | None | False | 16900.24 | 0 | | 2800138 | 89816 | None | NO 7 | Providing 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. complete For
PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 423.33 | 423.33 | 140.0 | False | None | None | False | None | False | 59266.2 | 0 | | 2800139 | 89816 | None | NO 8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 488.22 | 488.22 | 93.51 | False | None | None | False | None | False | 45653.4522 | 0 | | 2800140 | 89816 | None | NO 9 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P.No 9, I.No.5.4 of KPWD S.R 2022-23 Vol 2) | Cum | 6580.67 | 6580.67 | 2.025 | False | None | None | False | None | False | 13325.85675 | 0 | | 2800141 | 89816 | None | NO 10 | 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.. (P.No 44, I.No.8.19.1 of KPWD S.R 2023-24Vol 2) | Sqm | 262.65 | 262.65 | 2.7 | False | None | None | False | None | False | 709.155 | 0 | | 2800142 | 89816 | None | NO 11 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No 17, I.No.2.4.2 of KPWD S.R 2023-24 Vol 1) | Cum | 6526.08 | 6526.08 | 0.345 | False | None | None | False | None | False | 2251.4976 | 0 | | 2800143 | 89816 | None | NO 12 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. (P.No 59, I.No.9.1 of KPWD S.R2023-24 Vol 2) | Sqm | 464.53 | 464.53 | 20.25 | False | None | None | False | None | False | 9406.7325 | 0 | | 2800144 | 89816 | None | NO 13 | 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 (P.No 136, I.No.5.2 of Water supply and UGD S.R 2021-22 Vol-5) | Each | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 2800145 | 89816 | None | NO 14 | 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. (P.No 136, I.No.5.3 of Water supply and UGD S.R 2021-22 Vol-5) | Each | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 2800146 | 89816 | None | NO 15 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.(P.No 59, I.No.8.28 of KPWD S.R 2023-24 Vol 2) | Sqm | 91.67 | 91.67 | 10.205 | False | None | None | False | None | False | 935.49235 | 0 | | 2800147 | 89816 | None | NO 16 | 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) For Medium Duty GI pipe:50mm dia (P.No 123, I.No11.2.6 of Water supply and UGD S.R 2023-24 Vol 5) | Mtr | 601.52 | 601.52 | 3.0 | False | None | None | False | None | False | 1804.56 | 0 | | 2800148 | 89816 | None | NO 17 | Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (P.No 129, I.No.6.6 of Water supply and UGD S.R 2023-24 Vol 5) | Each | 275.01 | 275.01 | 2.0 | False | None | None | False | None | False | 550.02 | 0 | | 2800149 | 89816 | None | NO 18 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:For 50 mm dia GI elbow (P.No 129, I.No.7.6 of Water supply and UGD S.R 2023-24 Vol 5) | Each | 275.01 | 275.01 | 2.0 | False | None | None | False | None | False | 550.02 | 0 | | 2800150 | 89816 | None | NO 19 | Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any.For 50 mm dia GI Union (P.No 131, I.No.11.12.6 of Water supply and UGD S.R 2023-24 Vol 5) | Each | 275.01 | 275.01 | 1.0 | False | None | None | False | None | False | 275.01 | 0 | | 2800151 | 89816 | None | NO 20 | 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 (P.No 127, I.No.11.2.2 of Water supply and UGD S.R 2021-22 Vol 5) | Mtr | 252.35 | 252.35 | 4.0 | False | None | None | False | None | False | 1009.4 | 0 | | 2800152 | 89816 | None | NO 21 | Providing wrought mild steel (galvanized) 20 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (P.No 129, I.No.6.2 of Water supply and UGD S.R 2023-24 Vol 5) | Each | 101.97 | 101.97 | 4.0 | False | None | None | False | None | False | 407.88 | 0 | | 2800153 | 89816 | None | NO 22 | Providing and fixing brass bib cock of approved quality :20 mm nominal bore (P.No 117, I.No.13.2.2 of KPWD S.R 2023-24 Vol 2) | No | 314.15 | 314.15 | 2.0 | False | None | None | False | None | False | 628.3 | 0 | | 2800154 | 89816 | None | NO 23 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments.Size 50 mm (P.No 143, I.No.13.24.1of Water supply and UGD S.R 2023-242 Vol 5) | Each | 1287.5 | 1287.5 | 2.0 | False | None | None | False | None | False | 2575.0 | 0 | | 2800155 | 89816 | None | NO 24 | 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: 63mm(weight of pipe -0.662 kg) (P.No 120, I.No.10.14.8of KPWD S.R 2023-24 Vol 5) | Mtr | 143.17 | 143.17 | 160.0 | False | None | None | False | None | False | 22907.2 | 0 | | 2800156 | 89816 | None | NO 25 | 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 (P.No 7, I.No.1.10 of KPWD S.R 2023-24 Vol 1) | Cum | 164.8 | 164.8 | 43.1999 | False | None | None | False | None | False | 7119.34352 | 0 | | 2800157 | 89816 | None | NO 26 | Supplying and fixing of class A (medium duty) GI pipe of wall thick ness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV. 40mm (62/7.12) page No. 41,Item no 6.9.1 , | Mtr | 335.0 | 335.0 | 10.0 | False | None | None | False | None | False | 3350.0 | 0 | | 2800158 | 89816 | None | NO 27 | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. In exixting trench /duct 6 sqmm to 16 sqmm In exixting trench /duct 6 sqmm to 16 sqmm page No. 41,Item no 6.5.1 | Mtr | 11.8 | 11.8 | 10.0 | False | None | None | False | None | False | 118.0 | 0 |
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