1726066849000 | 0 | None | None | Water supply/sewage lines | Construction of UGD line and Culvert near Granite Factory in ward no 06 of TMC Bommasandra limits. | 1876915.02 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3962493 | 153529 | None | 001 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. 1.5.1 In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 309.97 | 309.97 | 198.8 | False | None | None | False | None | False | 61622.036 | 0 | 3962494 | 153529 | None | 002 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.5 Mix 1:3:4 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6340.68 | 6340.68 | 19.15 | False | None | None | False | None | False | 121424.022 | 0 | 3962495 | 153529 | None | 003 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)100mm downsize | Cum | 1177.29 | 1177.29 | 28.05 | False | None | None | False | None | False | 33022.9845 | 0 | 3962496 | 153529 | None | 004 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.a. Buildings | MT | 92140.71 | 92140.71 | 4.935 | False | None | None | False | None | False | 454714.40385 | 0 | 3962497 | 153529 | None | 005 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesFoundation, Sub structure of cross drainages 2.1 cement concrete drains 35% | Cum | 8742.07 | 8742.07 | 61.8 | False | None | None | False | None | False | 540259.926 | 0 | 3962498 | 153529 | None | 006 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Foundation, Sub structure of cross drainages 2.1 cement concrete drains 50% | Cum | 9713.42 | 9713.42 | 36.9 | False | None | None | False | None | False | 358425.198 | 0 | 3962499 | 153529 | None | 007 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1712.89 | 1712.89 | 6.3 | False | None | None | False | None | False | 10791.207 | 0 | 3962500 | 153529 | None | 008 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 70.2 | False | None | None | False | None | False | 18944.172 | 0 | 3962501 | 153529 | None | 009 | 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 16.2.6 300 mm dia. pipes | Mtr | 1195.83 | 1195.83 | 30.0 | False | None | None | False | None | False | 35874.9 | 0 | 3962502 | 153529 | None | 010 | 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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, dewatering, 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. 1.5M depth & SFRC cover & frame (Page No.192, Item No. 16.15.6 Water supply and UGD Common SR 2023-24) | Each | 39532.43 | 39532.43 | 4.0 | False | None | None | False | None | False | 158129.72 | 0 | 3962503 | 153529 | None | 011 | 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 | 164.8 | 164.8 | 70.2 | False | None | None | False | None | False | 11568.96 | 0 | 3962504 | 153529 | None | 012 | Excavation and removal of silt and silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and all lifts. | Cum | 356.38 | 356.38 | 126.0 | False | None | None | False | None | False | 44903.88 | 0 | 3962505 | 153529 | None | 013 | Loading and Unloading of Stone Boulder/Stone aggregates Sand/ Kankar/ Moorum. (Tipper 10 m3) Taking output 10 t load and lead 10 km = 100 t.km (ii) Case-II : Unsurfaced Gravelled Road | Cum | 136.99 | 136.99 | 198.8 | False | None | None | False | None | False | 27233.612 | 0 |
|