| 1722850388000 | 0 | None | None | Other Works | Construction of V Gutter and Paver at ward no 08 in that Hanamant Kallappa Masaguppi house to Govindappa Chigaritota house and Laxman Fakirappa Masaguppi house to Ningappa dhareppa Chigaritota house | 352595.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3691644 | 135638 | 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, 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. (PWD SR Vol-3 2023-24; P.No:5 Sl.No:1.4) | Cum | 254.1 | 254.1 | 25.62 | False | None | None | False | None | False | 6510.042 | 0 | | 3691645 | 135638 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR Vol-3 2023-24; P.No. 17; Serial NO.3.1) | Cum | 89.25 | 89.25 | 20.0 | False | None | None | False | None | False | 1785.0 | 0 | | 3691646 | 135638 | None | code03 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-1 2023-24 P.No:15 Sl.No:2.1.3) | Cum | 6288.45 | 6288.45 | 4.0 | False | None | None | False | None | False | 25153.8 | 0 | | 3691647 | 135638 | None | code04 | 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. (M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) (PWD SR Vol-1 2023-24 P.No:15 Sl.No:2.3) | Cum | 8962.85 | 8962.85 | 5.52 | False | None | None | False | None | False | 49474.932 | 0 | | 3691648 | 135638 | None | code05 | Providing and fixing 9" V type Precast CC Gutter including pointing in cm 1:2, curing etc complete. | m | 228.8 | 228.8 | 80.0 | False | None | None | False | None | False | 18304.0 | 0 | | 3691649 | 135638 | None | code06 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending hoking ,aping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) (PWD SR Vol-1 2023-24 P.No:18 Sl.No:2.11 H) | MT | 82961.55 | 82961.55 | 0.2208 | False | None | None | False | None | False | 18317.91024 | 0 | | 3691650 | 135638 | None | code07 | 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 SR Vol-5 2023-24 P.No:48 Sl.No:3.3) | Cum | 1214.85 | 1214.85 | 0.405 | False | None | None | False | None | False | 492.01425 | 0 | | 3691651 | 135638 | None | code08 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments 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. Pipes of SN 8, 160mm dia. (PWD SR Vol-5 2023-24 P.No:188 Sl.No:16.3.2) | m | 1403.85 | 1403.85 | 4.5 | False | None | None | False | None | False | 6317.325 | 0 | | 3691652 | 135638 | None | code09 | 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 SR Vol-1 2023-24 P.No:7 Sl.No:1.10) | Cum | 168.0 | 168.0 | 1.6875 | False | None | None | False | None | False | 283.5 | 0 | | 3691653 | 135638 | None | code10 | Road Reinstatement of Asphalt /Concrete roads after leak attending with earth work excavation of compacted soil depositing on bank with all lead and lifts including danger lighting and barricading. Providing, laying, spreading and compacting graded stones aggregate as per wet mix macadam specifications. Applying tack coat on granular base such as WBM and WMM surface hot bitumen primer at 4 kg per 10 sqm, heating bitumen in layer to be laid with boiler fitted with spray set of
300 mm thickness. Above laid with bituminous concrete or M20 concrete premixed with bituminous binder at 5.4 to 5.6% of mix and filler, to achieve the desired compaction to give minimum of 45mm thickness compacted. The work shall be carried as per leak repair manual and includes all kinds of materials disposing off the excess excavated Earth with all lead and lifts by vehicle including loading, unloading, labour, HOM of machinery etc (PWD SR Vol-5 2023-24 P.No:48 Sl.No:3.4) | Sqm | 1774.5 | 1774.5 | 2.025 | False | None | None | False | None | False | 3593.3625 | 0 | | 3691654 | 135638 | None | code11 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means. (PWD SR Vol-3 2023-24; P.No. 17; Serial NO.3.3) | Sqm | 52.5 | 52.5 | 124.0 | False | None | None | False | None | False | 6510.0 | 0 | | 3691655 | 135638 | None | code12 | 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. (PWD SR Vol-1 2023-24; P.No. 07; Serial NO.1.8) | Cum | 497.7 | 497.7 | 18.59 | False | None | None | False | None | False | 9252.243 | 0 | | 3691656 | 135638 | None | code13 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (PWD SR Vol-3 2023-24; P.No. 23; Serial NO.4.2) | Cum | 2478.0 | 2478.0 | 12.4 | False | None | None | False | None | False | 30727.2 | 0 | | 3691657 | 135638 | None | code14 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD SR Vol-3 2023-24; P.No. 149; Serial NO.16.28) | Cum | 7091.7 | 7091.7 | 24.8 | False | None | None | False | None | False | 175874.16 | 0 |
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