| 1706604473000 | 0 | None | None | Roads | PACKAGE 12-1)Constrution of UGD and Road in Ward no 28 Haralukote Road to Mahadevaswamy House. 2)Construction of C C Road in ward no 30 Kurubara Street cross 1 & 2. 3) Construction of UGD and Laying of Pipeline in Ward no 31 In CMC limits | 1598948.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2338425 | 69124 | None | 1.13 | Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m.(Common SR-2023-24, Vol-1, Page no-8, I.No-1.13) | Cum | 362.0 | 362.0 | 200.88 | False | None | None | False | None | False | 72718.56 | 0 | | 2338426 | 69124 | None | A-50 | UPVC pipe IS 16098 SN 8 - 160mm dia. (Common SR-2023-24, Vol-5, Sl.No-871, Page no-A-50) | Mtr | 493.0 | 493.0 | 210.0 | False | None | None | False | None | False | 103530.0 | 0 | | 2338427 | 69124 | None | 16.15.6 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using ortland/Pozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.5M depth & SFRC cover & frame. (vol-5 Page no-191, Item no-16.15.6) | Each | 38381.0 | 38381.0 | 7.0 | False | None | None | False | None | False | 268667.0 | 0 | | 2338428 | 69124 | None | 1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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(Common SR-2023-24, Vol-1, Page no-8, I.No-1.13) | Cum | 372.86 | 372.86 | 102.0 | False | None | None | False | None | False | 38031.72 | 0 | | 2338429 | 69124 | None | 3.6 | 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 (Common SR-2023-24, Vol-3, Page no-17, I.No-3.6) | Cum | 507.79 | 507.79 | 68.0 | False | None | None | False | None | False | 34529.72 | 0 | | 2338430 | 69124 | None | 4.17 | 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. (Common SR-2023-24, Vol-3, Page no-26, I.No-4.17) | Cum | 2635.77 | 2635.77 | 68.0 | False | None | None | False | None | False | 179232.36 | 0 | | 2338431 | 69124 | None | 16.27 | 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, 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. (Common SR-2023-24, Vol-3, Page no-148, I.No-16.27) | Cum | 6565.22 | 6565.22 | 103.5 | False | None | None | False | None | False | 679500.27 | 0 | | 2338432 | 69124 | None | 1.6.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the workn all kinds of soils. Depth upto 1.50m (I.No.1.6.1 P.No.6) of COMMON SCHEDULE OF RATES 2022 ) Vol. I | Cum | 484.0 | 484.0 | 151.2 | False | None | None | False | None | False | 73180.8 | 0 | | 2338433 | 69124 | None | 10.1.6 | 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 (P.No.113/I.No10.1.6 of C S R(VOL-5) 2023-24) . PVC pipes 90mm dia., 6 kg/sqcm & class 3 | Rmtr | 294.0 | 294.0 | 280.0 | False | None | None | False | None | False | 82320.0 | 0 | | 2338434 | 69124 | None | 10.9.7 | Supply and delivery at site special moulded variety PVC elbows | Each | 276.0 | 276.0 | 5.0 | False | None | None | False | None | False | 1380.0 | 0 | | 2338435 | 69124 | None | 10.10.7 | Supply and delivery at site special moulded variety PVC tee | Each | 171.0 | 171.0 | 5.0 | False | None | None | False | None | False | 855.0 | 0 | | 2338436 | 69124 | None | 1.1 | 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 (I.No.1.1 P.No.8) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. I | Cum | 160.0 | 160.0 | 352.08 | False | None | None | False | None | False | 56332.8 | 0 | | 2338437 | 69124 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Common SR-2023-24, Vol-3, Page no-17, I.No-3.1) | Cum | 85.0 | 85.0 | 102.0 | False | None | None | False | None | False | 8670.0 | 0 |
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