| 1725347513000 | 0 | None | None | Water supply/sewage lines | Providing and laying 250mm dia UPVC sewerline and construction of machiholes from Nalvadi Krishnaraja Wodeyar badavane to Kiragandoor road under 15th finance grants of CMC, Mandya for the year 2021-22 | 2034594.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3906404 | 150616 | None | code01 | Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Cum | 467.62 | 467.62 | 3.0 | False | None | None | False | None | False | 1402.86 | 0 | | 3906405 | 150616 | None | code02 | Cutting road surface for pipeline trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classifications. for macadam road. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Cum | 269.86 | 269.86 | 3.3 | False | None | None | False | None | False | 890.538 | 0 | | 3906406 | 150616 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width 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 following strata. etc., complete with all lead and lifts and as directed by the Engineer in charge.
Depth upto 1.50 m. In all kind of soils ---- As per SBD | Cum | 269.86 | 269.86 | 544.65 | False | None | None | False | None | False | 146979.249 | 0 | | 3906407 | 150616 | None | code04 | do- Ordinary/soft rock. Depth upto 1.50 m. ---- As per SBD | Cum | 467.62 | 467.62 | 233.42 | False | None | None | False | None | False | 109151.8604 | 0 | | 3906408 | 150616 | None | code05 | do- Depth exceeding 1.5m, but not exceeding 3m. All kind of soils. ---- As per SBD | Cum | 340.93 | 340.93 | 4.08 | False | None | None | False | None | False | 1390.9944 | 0 | | 3906409 | 150616 | None | code06 | do- Ordinary/soft rock. Depth exceeding 1.5m, but not exceeding 3m. ---- As per SBD | Cum | 573.71 | 573.71 | 4.08 | False | None | None | False | None | False | 2340.7368 | 0 | | 3906410 | 150616 | None | code07 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump - 5HP. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Hour | 319.3 | 319.3 | 160.0 | False | None | None | False | None | False | 51088.0 | 0 | | 3906411 | 150616 | None | code08 | Providing and Filling in foundation with approved M-Sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Cum | 1520.28 | 1520.28 | 26.49 | False | None | None | False | None | False | 40272.2172 | 0 | | 3906412 | 150616 | None | code09 | Providing and filling murrum / gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Cum | 844.6 | 844.6 | 116.03 | False | None | None | False | None | False | 97998.938 | 0 | | 3906413 | 150616 | None | code10 | Providing 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., complete with all lead and lifts and as directed by the Engineer in charge. For 250mm dia - SN-8. ---- As per SBD | Mtr | 1587.23 | 1587.23 | 525.0 | False | None | None | False | None | False | 833295.75 | 0 | | 3906414 | 150616 | None | code11 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. etc., complete with all lead and lifts and as directed by the Engineer in charge. With Table Moulded Bricks & Medium Duty cover and frame. for 1.20mtr dia- for 1mtr depth ---- As per SBD | Each | 25079.47 | 25079.47 | 16.0 | False | None | None | False | None | False | 401271.52 | 0 | | 3906415 | 150616 | None | code12 | do-1.1 mtr depth ---- As per SBD | Each | 27356.39 | 27356.39 | 3.0 | False | None | None | False | None | False | 82069.17 | 0 | | 3906416 | 150616 | None | code13 | 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. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Cum | 164.8 | 164.8 | 635.31 | False | None | None | False | None | False | 104699.088 | 0 | | 3906417 | 150616 | None | code14 | 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, laying 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. etc., complete with all lead and lifts and as directed by the Engineer in charge. ---- As per SBD | Cum | 2635.77 | 2635.77 | 3.3 | False | None | None | False | None | False | 8698.041 | 0 | | 3906418 | 150616 | None | code15 | 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. ---- As per SBD | Sqm | 6956.62 | 6956.62 | 22.0 | False | None | None | False | None | False | 153045.64 | 0 |
|