| 1727077518000 | 0 | None | None | Water supply/sewage lines | Work ofproviding, laying and deviation of 230mm dia SW line inplace of damaged/silted up SW line and linking to 450mm dia existing sub line and construction of New manholes at 2nd Cross road & 3rd Cross road, RPC layout behind post office back side Coming under Hosahalli service station of AEEW1-1 sub division. | 1376257.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4054883 | 157499 | None | CODE 01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
II. By Mechanical Means
A. Bituminous course | Cum | 354.0 | 354.0 | 88.88 | False | None | None | False | None | False | 31463.52 | 0 | | 4054884 | 157499 | None | CODE 02 | 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 | 217.39 | False | None | None | False | None | False | 56956.18 | 0 | | 4054885 | 157499 | None | CODE 03 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 454.0 | 454.0 | 25.58 | False | None | None | False | None | False | 11613.32 | 0 | | 4054886 | 157499 | None | CODE 04 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata.Hard rock (blasting prohibited) Depth upto 1.50 m | Cum | 1014.0 | 1014.0 | 12.79 | False | None | None | False | None | False | 12969.06 | 0 | | 4054887 | 157499 | None | CODE 05 | 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 230 mm dia. pipes | m | 936.0 | 936.0 | 259.2 | False | None | None | False | None | False | 242611.2 | 0 | | 4054888 | 157499 | None | CODE 06 | 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 1.5m. Including cost of all labour complete as per specifications | Cum | 160.0 | 160.0 | 204.66 | False | None | None | False | None | False | 32745.6 | 0 | | 4054889 | 157499 | None | CODE 07 | 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. 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 | | 4054890 | 157499 | None | CODE 08 | for every 0.1m additional depth (between 1.00 to 2.00 mtr depth) | Each | 3173.7 | 3173.7 | 25.0 | False | None | None | False | None | False | 79342.5 | 0 | | 4054891 | 157499 | None | CODE 09 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 101.61 | False | None | None | False | None | False | 8636.85 | 0 | | 4054892 | 157499 | None | CODE 10 | 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 | 32.78 | False | None | None | False | None | False | 83884.02 | 0 | | 4054893 | 157499 | None | CODE 11 | 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 rateof 0.70 kg/m2 using mechanical means. | Sqm | 41.0 | 41.0 | 233.28 | False | None | None | False | None | False | 9564.48 | 0 | | 4054894 | 157499 | None | CODE 12 | Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.0 per cent by weight of total 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. 505 complete in all respects. | Cum | 9140.0 | 9140.0 | 32.78 | False | None | None | False | None | False | 299609.2 | 0 | | 4054895 | 157499 | None | CODE 13 | 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 | 233.28 | False | None | None | False | None | False | 2799.36 | 0 | | 4054896 | 157499 | None | CODE 14 | 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, @ 5.4 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 | 11033.0 | 11033.0 | 13.11 | False | None | None | False | None | False | 144642.63 | 0 | | 4054897 | 157499 | None | CODE 15 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead | Cum | 610.0 | 610.0 | 4.0 | False | None | None | False | None | False | 2440.0 | 0 | | 4054898 | 157499 | None | CODE 16 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Elbows | m | 302.0 | 302.0 | 30.0 | False | None | None | False | None | False | 9060.0 | 0 | | 4054899 | 157499 | None | CODE 17 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC BEND | m | 492.0 | 492.0 | 30.0 | False | None | None | False | None | False | 14760.0 | 0 | | 4054900 | 157499 | None | CODE 18 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC REDUCER | m | 261.0 | 261.0 | 30.0 | False | None | None | False | None | False | 7830.0 | 0 | | 4054901 | 157499 | None | CODE 19 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787) | m | 332.0 | 332.0 | 105.0 | False | None | None | False | None | False | 34860.0 | 0 |
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