| 1707329655000 | 0 | None | None | Other Works | Construction of UGD work under roads taken in AmruthNagarothana Phase-4 and wherever nessassary at ward No 01 to 31 within Hunsur CMC Limits. | 3389029.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2503546 | 76057 | None | 1.17.1 | 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. (I.No.1.17.1 P.No 10 Commom SR 2023-24 Vol-III) | Cum | 269.86 | 269.86 | 526.8 | False | None | None | False | None | False | 142162.248 | 0 | | 2503547 | 76057 | None | 1.17.2 | 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. Depth exceeding 1.5 m, but not exceeding 3 m(I.No.1.17.1 P.No 10 Commom SR 2023-24 Vol-III) | Cum | 340.93 | 340.93 | 720.75 | False | None | None | False | None | False | 245725.2975 | 0 | | 2503548 | 76057 | None | 2.18 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately(I.No.2.18.IIB P.No 12 Commom SR 2023-24 Vol-III) | Cum | 331.66 | 331.66 | 5.63 | False | None | None | False | None | False | 1867.2458 | 0 | | 2503549 | 76057 | None | 2.19 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable materials separately(I.No.2.19 P.No 12 Commom SR 2023-24 Vol-III) | Cum | 579.89 | 579.89 | 9.38 | False | None | None | False | None | False | 5439.3682 | 0 | | 2503550 | 76057 | None | 10.3.3 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 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. for: Pipes of SN4 Self Fit - 160mm dia. 10.3.1(I.No.10.3.3 P.No 114 Commom SR 2023-24 Vol-III) | m | 533.54 | 533.54 | 725.0 | False | None | None | False | None | False | 386816.5 | 0 | | 2503551 | 76057 | None | 10.3.6 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 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. for: Pipes of SN4 Self Fit - 200mm dia. 10.3.1(I.No.10.3.6 P.No 114 Commom SR 2023-24 Vol-III) | m | 795.16 | 795.16 | 200.0 | False | None | None | False | None | False | 159032.0 | 0 | | 2503552 | 76057 | None | 10.3.6 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 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. for: Pipes of SN4 Self Fit - 315mm dia. 10.3.6(I.No.10.3.4 P.No 114 Commom SR 2023-24 Vol-III) | m | 1865.33 | 1865.33 | 150.0 | False | None | None | False | None | False | 279799.5 | 0 | | 2503553 | 76057 | None | 10.1.7 | Providing 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. complete For:(I.No.10.1.7 P.No 113 Commom SR 2023-24 Vol-III) | m | 423.33 | 423.33 | 370.0 | False | None | None | False | None | False | 156632.1 | 0 | | 2503554 | 76057 | None | 16.40.1 | 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m diaConstructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame(I.No.16.40.1 P.No 201 Commom SR 2023-24 Vol-III) | Each | 25079.47 | 25079.47 | 34.0 | False | None | None | False | None | False | 852701.98 | 0 | | 2503555 | 76057 | None | 16.40.2 | 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m diaConstructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 M depth & Medium duty SFRC cover & frame(I.No.16.40.2 P.No 201 Commom SR 2023-24 Vol-III) | Each | 47848.65 | 47848.65 | 10.0 | False | None | None | False | None | False | 478486.5 | 0 | | 2503556 | 76057 | None | 16.40.3 | 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m diaConstructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 3.0 M depth & Medium duty SFRC cover & frame(I.No.16.40.3 P.No 201 Commom SR 2023-24 Vol-III) | Each | 73210.34 | 73210.34 | 5.0 | False | None | None | False | None | False | 366051.7 | 0 | | 2503557 | 76057 | None | 1.10 | 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.1.10 P.No 7 Commom SR 2023-24 Vol-III) | Cum | 164.8 | 164.8 | 1072.5 | False | None | None | False | None | False | 176748.0 | 0 | | 2503558 | 76057 | None | 4.17 | Providing, laying, spreading and compacting graded stoneaggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers withpaver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density.(I.No.4.17 P.No 26 Commom SR 2023-24 Vol-III) | Cum | 2635.77 | 2635.77 | 22.5 | False | None | None | False | None | False | 59304.825 | 0 | | 2503559 | 76057 | None | 16.28 | 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. .(I.No.16.28 P.No 149 Commom SR 2023-24 Vol-III) | Cum | 6956.62 | 6956.62 | 11.25 | False | None | None | False | None | False | 78261.975 | 0 |
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