| 1717590648000 | 0 | None | None | Roads | Construction of C C Road From Abu bakar Masjid to Jamal Masjid Road in Ward No.24 in Vijayapur City. | 1617117.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3233476 | 111716 | None | Volum-1, SlNo-1.12,P.No-8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work | Cum | 99.75 | 99.75 | 194.4 | False | None | None | False | None | False | 19391.4 | 0 | | 3233477 | 111716 | None | Volum-3, SlNo-3.6,P.No-17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 64.8 | False | None | None | False | None | False | 33543.72 | 0 | | 3233478 | 111716 | None | Volum-3, SlNo-4.17,P.No-26 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, aying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 64.8 | False | None | None | False | None | False | 174114.36 | 0 | | 3233479 | 111716 | None | Volum-3, SlNo-16.27,P.No-148 | 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, 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, oading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6692.7 | 6692.7 | 189.0 | False | None | None | False | None | False | 1264920.3 | 0 | | 3233480 | 111716 | None | Volum-5, Sl No-10.2.2-113 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing
the pipes 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: M020B Pipes of SN4, 110mm dia | Mtr | 302.4 | 302.4 | 50.0 | False | None | None | False | None | False | 15120.0 | 0 | | 3233481 | 111716 | None | Volum-5 Sl No-10.1.1-113 | 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: | Mtr | 50.4 | 50.4 | 50.0 | False | None | None | False | None | False | 2520.0 | 0 | | 3233482 | 111716 | None | Volum-3, SlNo-3.1,P.No-17 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 194.4 | False | None | None | False | None | False | 17350.2 | 0 | | 3233483 | 111716 | None | PWD SR Valum-5 , Sl No-16.28.1, page no 198 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. (0.30mtr) T461A | Each | 8577.45 | 8577.45 | 8.0 | False | None | None | False | None | False | 68619.6 | 0 | | 3233484 | 111716 | None | PWD SR Vol-5 , Sl No-16.23.2, page no 196 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (part I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete(PWD SR Valum-5 , Sl No-22.2, page no 192 ) with heavy duty | Set | 2692.2 | 2692.2 | 8.0 | False | None | None | False | None | False | 21537.6 | 0 |
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