1725874186000 | 0 | None | None | Water supply/sewage lines | work of replacement of 230/300mm dia SW line to 400mm dia RCC sewer line and construction of machine holes from 24th cross pipeline road near BHEL Mini Colony to 8th main 11th cross Bhuvaneshwari nagar coming under MEI Layout Service station of AEE NW-3 Sub-division | 4151069.73 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3943351 | 152652 | None | code01 | Dismantling of Flexible Pavements.Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.By Mechanical Means.Bituminous course | Cum | 322.0 | 322.0 | 146.74 | False | None | None | False | None | False | 47250.28 | 0 | 3943352 | 152652 | None | code02 | Earth work excavation for pipeline trenches in 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 & bonding rods at every 100 mm wherever 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. | Cum | 262.0 | 262.0 | 721.7 | False | None | None | False | None | False | 189085.4 | 0 | 3943353 | 152652 | None | code03 | Depth exceeding 1.5m, but not exceeding 3 m | Cum | 331.0 | 331.0 | 265.74 | False | None | None | False | None | False | 87959.94 | 0 | 3943354 | 152652 | None | code04 | 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.RCC NP3 Class pipe of 400 mm dia. | m | 2036.0 | 2036.0 | 673.6 | False | None | None | False | None | False | 1371449.6 | 0 | 3943355 | 152652 | None | code05 | 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 | Cum | 160.0 | 160.0 | 790.67 | False | None | None | False | None | False | 126507.2 | 0 | 3943356 | 152652 | None | code06 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 196.77 | False | None | None | False | None | False | 16725.45 | 0 | 3943357 | 152652 | None | code07 | Wet Mix Macadam (Plant Mix Method).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. | Cum | 2559.0 | 2559.0 | 181.87 | False | None | None | False | None | False | 465405.33 | 0 | 3943358 | 152652 | None | code08 | Prime Coat over Stabilised Soil base / Crusher Run Macadam.Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means | Sqm | 53.0 | 53.0 | 606.24 | False | None | None | False | None | False | 32130.72 | 0 | 3943359 | 152652 | None | code09 | Bituminous Macadam Grading - I for traffic is less than 20 MSA.Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7378.0 | 7378.0 | 30.31 | False | None | None | False | None | False | 223627.18 | 0 | 3943360 | 152652 | None | code10 | Tack coat on Bituminous surface.Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.0 | 12.0 | 606.24 | False | None | None | False | None | False | 7274.88 | 0 | 3943361 | 152652 | None | code11 | Bituminous Concrete Grading I for traffic is less than 20 MSA.Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 10537.0 | 10537.0 | 24.25 | False | None | None | False | None | False | 255522.25 | 0 | 3943362 | 152652 | None | code12 | Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. For 1.2M dia.For Machinehole of 1.2M dia and 1.0 M depth | Each | 15574.0 | 15574.0 | 2.0 | False | None | None | False | None | False | 31148.0 | 0 | 3943363 | 152652 | None | code13 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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, de-watering, 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 dia.Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame | Each | 29047.0 | 29047.0 | 10.0 | False | None | None | False | None | False | 290470.0 | 0 | 3943364 | 152652 | None | code14 | For every additional 0.1m depth(1.0m to 2.0m depth) | Each | 3173.7 | 3173.7 | 75.0 | False | None | None | False | None | False | 238027.5 | 0 | 3943365 | 152652 | None | code15 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.0 M depth & SFRC cover & frame | Each | 60784.0 | 60784.0 | 10.0 | False | None | None | False | None | False | 607840.0 | 0 | 3943366 | 152652 | None | code16 | For every additional 0.1m depth(2.0m to 3.0m depth) | Each | 2853.2 | 2853.2 | 25.0 | False | None | None | False | None | False | 71330.0 | 0 | 3943367 | 152652 | None | code17 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3.0 M depth & SFRC cover & frame | Each | 89316.0 | 89316.0 | 1.0 | False | None | None | False | None | False | 89316.0 | 0 |
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