| 1721130054000 | 0 | None | None | Water supply/sewage lines | Providing and laying of sanitary pipe line & construction of manhole chamber to pump house to Physics department opposite down side & EMMRC line at Manasagangotri, Mysuru | 3444083.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3535855 | 127394 | None | WS01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness - By Mechanical Means using Dozer, In area of thorny jungle | Sqm | 599.67 | 599.67 | 37.5 | False | None | None | False | None | False | 22487.625 | 0 | | 3535856 | 127394 | None | WS02 | 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 | 324.61 | 324.61 | 751.25 | False | None | None | False | None | False | 243863.2625 | 0 | | 3535857 | 127394 | None | WS03 | 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 strataDepth exceeding 1.5 m, but not exceeding 3 m. | Cum | 410.1 | 410.1 | 299.54 | False | None | None | False | None | False | 122841.354 | 0 | | 3535858 | 127394 | None | WS04 | 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 - Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 562.5 | 562.5 | 83.47 | False | None | None | False | None | False | 46951.875 | 0 | | 3535859 | 127394 | None | WS05 | Supplying 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. for: PVC pipes 200mm dia., 6 kg/sqcm & class 3 | m | 1315.7 | 1315.7 | 760.0 | False | None | None | False | None | False | 999932.0 | 0 | | 3535860 | 127394 | None | WS06 | 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 | 198.24 | 198.24 | 951.46 | False | None | None | False | None | False | 188617.4304 | 0 | | 3535861 | 127394 | None | WS07 | 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. , 1.9M depth & SFRC cover & frame | Nos | 57167.46 | 57167.46 | 13.0 | False | None | None | False | None | False | 743176.98 | 0 | | 3535862 | 127394 | None | WS08 | 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. & 2.0 M depth includ. SFRC F&C | Nos | 71725.12 | 71725.12 | 9.0 | False | None | None | False | None | False | 645526.08 | 0 | | 3535863 | 127394 | None | WS09 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete - in slussy condition. | Cum | 441.08 | 441.08 | 499.5 | False | None | None | False | None | False | 220319.46 | 0 | | 3535864 | 127394 | None | WS10 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete - Upto 0.90m depth | Each | 32577.44 | 32577.44 | 5.0 | False | None | None | False | None | False | 162887.2 | 0 | | 3535865 | 127394 | None | WS11 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7627.28 | 7627.28 | 3.71 | False | None | None | False | None | False | 28297.2088 | 0 | | 3535866 | 127394 | None | WS12 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7735.07 | 7735.07 | 2.48 | False | None | None | False | None | False | 19182.9736 | 0 |
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