| 1727347405000 | 0 | None | None | Water supply/sewage lines | Work of providing and laying 230mm dia SW pipeline inplace of damaged/silted 150mm dia SW line with construction of manholes and reconstruction of damaged manholes at Ali Asker Cross Road, linking to Cunningham Road under HGR S/stn of AEEC-1-1 sub-dvn. Jurisdiction | 1086720.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4084824 | 159008 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials
separatel a. Bituminous cours | Cum | 322.0 | 322.0 | 44.49 | False | None | None | False | None | False | 14325.78 | 0 | | 4084825 | 159008 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical pecifications, 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 1.50m | Cum | 262.0 | 262.0 | 174.67 | False | None | None | False | None | False | 45763.54 | 0 | | 4084826 | 159008 | None | code03 | Depth exceeding 1.5m, but not exceeding 3m | Cum | 331.0 | 331.0 | 2.92 | False | None | None | False | None | False | 966.52 | 0 | | 4084827 | 159008 | None | code04 | 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 pipeline | Mtr | 936.0 | 936.0 | 194.2 | False | None | None | False | None | False | 181771.2 | 0 | | 4084828 | 159008 | None | code05 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110MM DIA | Each | 8134.0 | 8134.0 | 26.0 | False | None | None | False | None | False | 211484.0 | 0 | | 4084829 | 159008 | None | code06 | 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 | 29.66 | False | None | None | False | None | False | 75899.94 | 0 | | 4084830 | 159008 | None | code07 | 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 | 148.31 | False | None | None | False | None | False | 7860.43 | 0 | | 4084831 | 159008 | None | code08 | 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-30 @ 3.4% 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 | 7735.0 | 7735.0 | 9.64 | False | None | None | False | None | False | 74565.4 | 0 | | 4084832 | 159008 | None | code09 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared
bituminous surface cleaned with mechanical broom. Tack coat on Bituminous surface | Sqm | 12.0 | 12.0 | 148.3 | False | None | None | False | None | False | 1779.6 | 0 | | 4084833 | 159008 | 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 | Cum | 10705.0 | 10705.0 | 5.19 | False | None | None | False | None | False | 55558.95 | 0 | | 4084834 | 159008 | None | code11 | 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 | 149.04 | False | None | None | False | None | False | 23846.4 | 0 | | 4084835 | 159008 | None | code12 | Removal of unserviceable soil with desposal upto a suitable distance as directed by the engineer incharge ofr work: | Cum | 85.0 | 85.0 | 28.55 | False | None | None | False | None | False | 2426.75 | 0 | | 4084836 | 159008 | None | code13 | 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 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. 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.Constructing Brick Masonry Circular Machinehole 1.2 m internal dia., 1.0 M depth & SFRC cover & frame | Nos | 29047.0 | 29047.0 | 8.0 | False | None | None | False | None | False | 232376.0 | 0 | | 4084837 | 159008 | None | code14 | Additional depth 1.0 to 2.0 mtrs in 0.10m decimals | Nos | 3173.7 | 3173.7 | 40.0 | False | None | None | False | None | False | 126948.0 | 0 | | 4084838 | 159008 | None | code15 | 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 1.0m depth | Nos | 15574.0 | 15574.0 | 2.0 | False | None | None | False | None | False | 31148.0 | 0 |
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