| 1727350386000 | 0 | None | None | Water supply/sewage lines | Providing and laying 300mm RCC line (Reverse gradiant) construction and reconstruction of machineholes at Urdhu school road in front of BML apartment and near by locations coming under Singapura S/stn of AEEN-2-2 sub division. | 695635.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4085974 | 159079 | None | 001 | Dismantling of Flexible pavements and disposal of dismantled
materials and stacking serviceable and unserviceable materials separately, by Mechanical means | Cum | 322.0 | 322.0 | 15.82 | False | None | None | False | None | False | 5094.04 | 0 | | 4085975 | 159079 | None | 002 | Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in the
following strata. All kinds of soils. Depth upto 1.50 m | Cum | 262.0 | 262.0 | 51.42 | False | None | None | False | None | False | 13472.04 | 0 | | 4085976 | 159079 | None | 003 | Earth work excavation for pipeline trenches by mechanical means as perdrawing and technical specifications, including setting out, constructionof shoring, strutting, barricading, caution lights, bracing, using sight rails& bonding rods at every 100 mm wherever necessary as directed, removalof stumps and other deleterious matter, dressing of sides and levelling thebottom of trench to the extent required , utilising the available excavated earthlocally for the work and all other appurtenances to complete in the followingstrata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 454.0 | 454.0 | 51.42 | False | None | None | False | None | False | 23344.68 | 0 | | 4085977 | 159079 | None | 004 | Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in the
following strata. All kinds of soils. 1.50 mtr to 3.00 mtr depth | Cum | 331.0 | 331.0 | 42.6 | False | None | None | False | None | False | 14100.6 | 0 | | 4085978 | 159079 | None | 005 | Earth work excavation for pipeline trenches by mechanical means as perdrawing and technical specifications, including setting out, constructionof shoring, strutting, barricading, caution lights, bracing, using sight rails& bonding rods at every 100 mm wherever necessary as directed, removalof stumps and other deleterious matter, dressing of sides and levelling thebottom of trench to the extent required , utilising the available excavated earthlocally for the work and all other appurtenances to complete in the followingstrata. Ordinary/soft rock (without requiring blasting) 1.50 mtr to 3.00 mtr depth | Cum | 557.0 | 557.0 | 42.6 | False | None | None | False | None | False | 23728.2 | 0 | | 4085979 | 159079 | None | 006 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveyingto work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations andjointing of pipes and specials, perfect linking of joints with jack tocorrect position including cost of jointing materials, i.e, rubber rings
conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts asdirected and giving necessary hydraulic test as per ISS to the requiredpressure and commissioning etc. complete. (Contractor will make hisown arrangements for procuring water for testing). Before the executionof the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia | Rmtr | 1332.0 | 1332.0 | 73.6 | False | None | None | False | None | False | 98035.2 | 0 | | 4085980 | 159079 | None | 007 | Providing and constructing "WIRE CUT BRICK MACHINEHOLECHAMBERS" using Portland/Pozzolana cement, conical in shape at top,with CC 1:3:6 foundation using 40mm and down size graded metal ofapproved quality and with an offset of 0.15M alround thechamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks ofapproved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be20mm. Slope inside to be 1:6 in the concrete towards central drain andfinished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mmand 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 befixed 30cms apart and on CC block embeded to masonry wall. The wholeworks include watering, curing, barricading, danger lighting, pouringtar over MH frame and cover, cost of tar, shoring, strutting, de-watering,engraving Machinehole number with flow direction on the inner conicalsurface etc. as per the drawing etc. as per technical specifications andfor the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.& 2.0 M depth includ. SFRC F&C | Nos | 60784.0 | 60784.0 | 2.0 | False | None | None | False | None | False | 121568.0 | 0 | | 4085981 | 159079 | None | 008 | above 2.00 mtr to below 3.00 mtr depth | Nos | 2853.2 | 2853.2 | 10.0 | False | None | None | False | None | False | 28532.0 | 0 | | 4085982 | 159079 | None | 009 | Dismantling the damaged or collapsed Machinehole ,conical in shape,and reconstructing the same for the same dimensions, with machinemade wire cut brick in CM 1:4 with ordinary portland cement etc. asper design and specifications. The existing ring, cover and CC beedingto be used. For 1.2M dia: 1.00 mtr | Nos | 15574.0 | 15574.0 | 1.0 | False | None | None | False | None | False | 15574.0 | 0 | | 4085983 | 159079 | None | 010 | Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer byramming 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 | 54.73 | False | None | None | False | None | False | 8756.8 | 0 | | 4085984 | 159079 | None | 011 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density. | Cum | 2559.0 | 2559.0 | 17.58 | False | None | None | False | None | False | 44987.22 | 0 | | 4085985 | 159079 | None | 012 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 133.31 | False | None | None | False | None | False | 11331.35 | 0 | | 4085986 | 159079 | None | 013 | SFRC MH Circ. 560 Frame+Cover HD | Nos | 1400.0 | 1400.0 | 1.0 | False | None | None | False | None | False | 1400.0 | 0 | | 4085987 | 159079 | None | 014 | Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means. | Sqm | 41.0 | 41.0 | 97.46 | False | None | None | False | None | False | 3995.86 | 0 | | 4085988 | 159079 | None | 015 | Providing and laying Bituminous Macadam with 100 tph
capacity hot mix plant batch type using crushed aggregatesof specified grading premixed with bituminous binderVG-30 @ 3.3% by weight of mix, transported to site, laid over apreviously prepared surface with mechanical paver finisher tothe required grade, level and alignment and rolled as per clauses501.6 and 501.7 to achieve the desired compaction | Cum | 7378.0 | 7378.0 | 9.75 | False | None | None | False | None | False | 71935.5 | 0 | | 4085989 | 159079 | None | 016 | Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 onthe prepared bituminous surface cleaned with mechanical broom | Sqm | 12.0 | 12.0 | 97.46 | False | None | None | False | None | False | 1169.52 | 0 | | 4085990 | 159079 | None | 017 | Providing and laying Bituminous Concrete with 100 TPH
capacity hot mix plant batch type using crushed aggregates ofspecified grading, premixed with bituminous binder VG-30 @5.2 per cent of mix and filler, transporting the hot mix to worksite, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MORTHspecification clause No. 507 complete in all respects | Cum | 10537.0 | 10537.0 | 4.87 | False | None | None | False | None | False | 51315.19 | 0 | | 4085991 | 159079 | None | 018 | Supplying and providing stone dust in the station yard or wherever required includingwatering, ramming, consolidating and dressing. The rateincludes the cost of material, labour charges, required toolsand plants etc., complete. Work shall be carried out as perthe instructions of Engineer-in-charge of works as per thestandard procedure. | Cum | 1673.0 | 1673.0 | 94.02 | False | None | None | False | None | False | 157295.46 | 0 |
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