1708402058000 | 0 | None | None | Water supply/sewage lines | Tender for the work of providing, laying of 230mm dia SW line in place of 150mm dia SW line and construction of new manholes at Marappa layout surrounding area coming under Ideal Homes service station area of AEEW2-1 sub division | 2032037.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2710690 | 85161 | None | code1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable
materials separately | Cum | 563.0 | 563.0 | 48.93 | False | None | None | False | None | False | 27547.59 | 0 | 2710691 | 85161 | None | code2 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Bituminous course | Cum | 322.0 | 322.0 | 53.92 | False | None | None | False | None | False | 17362.24 | 0 | 2710692 | 85161 | None | code3 | 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. All kinds of soils. Depth upto 1.50 m | Cum | 262.0 | 262.0 | 320.76 | False | None | None | False | None | False | 84039.12 | 0 | 2710693 | 85161 | None | code4 | Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 331.0 | 331.0 | 8.14 | False | None | None | False | None | False | 2694.34 | 0 | 2710694 | 85161 | None | code5 | Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 230mm dia SW line | m | 936.0 | 936.0 | 394.7 | False | None | None | False | None | False | 369439.2 | 0 | 2710695 | 85161 | None | code6 | 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 | 72.71 | False | None | None | False | None | False | 186064.89 | 0 | 2710696 | 85161 | None | code7 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 41.0 | 41.0 | 185.94 | False | None | None | False | None | False | 7623.54 | 0 | 2710697 | 85161 | None | code8 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 | 7758.0 | 7758.0 | 11.15 | False | None | None | False | None | False | 86501.7 | 0 | 2710698 | 85161 | None | code9 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Suface | Sqm | 14.0 | 14.0 | 185.94 | False | None | None | False | None | False | 2603.16 | 0 | 2710699 | 85161 | None | code10 | Providing and laying Bituminous Concrete with 120 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 | 10705.0 | 10705.0 | 11.15 | False | None | None | False | None | False | 119360.75 | 0 | 2710700 | 85161 | None | code11 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 33.858 | False | None | None | False | None | False | 202775.562 | 0 | 2710701 | 85161 | None | code12 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 | 308.01 | False | None | None | False | None | False | 49281.6 | 0 | 2710702 | 85161 | None | code13 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 106.37 | False | None | None | False | None | False | 9041.45 | 0 | 2710703 | 85161 | None | code14 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/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 hamber. 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-0.80 mtr depth | Each | 23237.6 | 23237.6 | 2.0 | False | None | None | False | None | False | 46475.2 | 0 | 2710704 | 85161 | None | code15 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame | Each | 29047.0 | 29047.0 | 18.0 | False | None | None | False | None | False | 522846.0 | 0 | 2710705 | 85161 | None | code16 | 1.00 to 2.00 mtr depth manholes interms of 0.1 mtr | Each | 3173.7 | 3173.7 | 48.0 | False | None | None | False | None | False | 152337.6 | 0 | 2710706 | 85161 | None | code17 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 2.0 M depth includ. SFRC F&C | Each | 60784.0 | 60784.0 | 1.0 | False | None | None | False | None | False | 60784.0 | 0 | 2710707 | 85161 | None | code18 | 2.00 to 3.00 mtr dpeth manholes interms of 0.1 mtr | Each | 2853.2 | 2853.2 | 3.0 | False | None | None | False | None | False | 8559.6 | 0 | 2710708 | 85161 | None | code19 | Providing, filling and laying of sand bags filled with sand / clay for diversion of sewage during execution of work. | Nos | 64.0 | 64.0 | 200.0 | False | None | None | False | None | False | 12800.0 | 0 | 2710709 | 85161 | None | code20 | 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. 10 hp pump | Hour | 426.0 | 426.0 | 150.0 | False | None | None | False | None | False | 63900.0 | 0 |
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