| 1722320299000 | 0 | None | None | Other Works | Construction of CC road at Ward no-23 Ambedakar nagar fakkirappa kamatad home to Kandremma temple, Construction of Drain at ward no-07 Ashok Badharbandi home to Ballannavar home, Installation of HDPE Pipeline Ward no-1 Kurthakoti home to Duragamma temple | 377038.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3642160 | 132703 | None | As per PWD SR 23-24 VOL-1 Page.NO.17 SI NO 2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 (As per PWD SR 23-24 VOL-1 Page.NO.17 SI NO 2.5.1) | Cum | 7111.12 | 7111.12 | 24.0 | False | None | None | False | None | False | 170666.88 | 0 | | 3642161 | 132703 | None | As per PWD SR 23-24 VOL-1 Page.NO.08 Item.No1.14. | 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.(As per PWD SR 23-24 VOL-1 Page.NO.08 Item.No1.14.1) | Cum | 105.06 | 105.06 | 21.6 | False | None | None | False | None | False | 2269.296 | 0 | | 3642162 | 132703 | None | Page No.143 Item No.19.20 | Removal of Unserviceable Soil with Disposal KSRRB M300-19. Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. MORTH Specification No. 301 (Page No.143 Item No.19.20) | Cum | 87.55 | 87.55 | 21.6 | False | None | None | False | None | False | 1891.08 | 0 | | 3642163 | 132703 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3 | 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 specificationsMix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3) | Cum | 6168.67 | 6168.67 | 3.6 | False | None | None | False | None | False | 22207.212 | 0 | | 3642164 | 132703 | None | As per PWD SR 23-24 VOL-1 Page.NO.16 Item.No.2.4.2 | 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 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 other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.16 Item.No.2.4.2) | Cum | 6512.69 | 6512.69 | 8.8 | False | None | None | False | None | False | 57311.672 | 0 | | 3642165 | 132703 | None | As per PWD SR 23-24 VOL-1 Page.NO.18 Item.No.2.11h | 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.(As per PWD SR 23-24 VOL-1 Page.NO.18 Item.No.2.11h) | Tonne | 81381.33 | 81381.33 | 0.53 | False | None | None | False | None | False | 43132.1049 | 0 | | 3642166 | 132703 | None | 001 | Formwork Cement Concrete Drain Walls 35% | Cum | 2279.44 | 2279.44 | 6.0 | False | None | None | False | None | False | 13676.64 | 0 | | 3642167 | 132703 | None | PWD Common SR 2023-24 Vol.No.05 Item No. 3.3 Page | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner).(PWD Common SR 2023-24 Vol.No.05 Item No. 3.3 Page no.48) | Cum | 1191.71 | 1191.71 | 4.39 | False | None | None | False | None | False | 5231.6069 | 0 | | 3642168 | 132703 | None | PWD Common SR 2023-24 Vol.No.01 Item No. 1.17.1 Pa | Earth work excavation for pipeline trenchesin all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the followingstrata.(PWD Common SR 2023-24 Vol.No.01 Item No. 1.17.1 Page no.10) | Cum | 269.86 | 269.86 | 21.94 | False | None | None | False | None | False | 5920.7284 | 0 | | 3642169 | 132703 | None | PWD Common SR 2023-24 Vol.No.05 Item No.9.1.3 Pag | 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 destinationsandrolling and lowering into trenches, laying true to line an jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testingandcommissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. Note: Upto 110mm dia Coil shall be used. (PWD Common SR 2023-24 Vol.No.05 Item No.9.1.3 Page No 95 ) HDPE Grade PE80-PN6.0, 90mm dia | Mtr | 330.63 | 330.63 | 65.0 | False | None | None | False | None | False | 21490.95 | 0 | | 3642170 | 132703 | None | PWD Common SR 2023-24 Item No. 1.10 Page no.07 | 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 2023-24 Item No. 1.10 Page no.07) | Cum | 164.8 | 164.8 | 21.94 | False | None | None | False | None | False | 3615.712 | 0 | | 3642171 | 132703 | None | PWD Common SR 2023-24 Item No2.23.2 Page no.22 | 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 appliedEpoxy Powder Coating with minimum coating thickness of 250 micronboth 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.(Note: TP set should be considered only for DI pipes estimate. For MSpipes estimates, TP sets cost of corresponding dia shall be deducted fromthe SR rates of valves and provision for corresponding dia MS flangesshould be made in the estimate. ) (PWD Common SR 2023-24 Item No2.23.2 Page no.22) | Each | 10704.79 | 10704.79 | 1.0 | False | None | None | False | None | False | 10704.79 | 0 | | 3642172 | 132703 | None | 002 | Providing and Fixing HDPE Fusion Coller 90 mm dia (As per market rate) | Each | 3360.0 | 3360.0 | 2.0 | False | None | None | False | None | False | 6720.0 | 0 | | 3642173 | 132703 | None | 003 | Providing and Fixing HDPE Tee 90 mm dia (As per market rate) | Each | 3200.0 | 3200.0 | 2.0 | False | None | None | False | None | False | 6400.0 | 0 | | 3642174 | 132703 | None | 1112 | Providing and Fixing HDPE Elbow 90 mm dia (As per market rate) | Each | 2900.0 | 2900.0 | 2.0 | False | None | None | False | None | False | 5800.0 | 0 |
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