| 1708167019000 | 0 | None | None | Other Works | CONSTRUCTION OF UGD FROM SFS LAYOUT TO ANATHNAGAR MAIN ROAD IN WARD NO. 28 OF CMC HEBBAGODI. | 1267808.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2679333 | 83537 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials
separately. Mechanical means Bituminous coursePWD SR 2023-24 Vol:3 P.NO.11 I.No:2.18 ii a | Cum | 331.66 | 331.66 | 30.0 | False | None | None | False | None | False | 9949.8 | 0 | | 2679334 | 83537 | None | code02 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (as per specification. PWD SR 20213-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 87.55 | 87.55 | 30.0 | False | None | None | False | None | False | 2626.5 | 0 | | 2679335 | 83537 | None | code03 | Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (as per specification. PWD SR 2023-224 Vol:1 P.NO.8 I.No:1.14.1) | Cum | 105.06 | 105.06 | 360.0 | False | None | None | False | None | False | 37821.6 | 0 | | 2679336 | 83537 | None | code04 | 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 PWD SR 2023-24 Vol:1 P.NO. 7 I.No:1.10A) | Cum | 164.8 | 164.8 | 360.0 | False | None | None | False | None | False | 59328.0 | 0 | | 2679337 | 83537 | None | code05 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 230 mm dia. pipes.BWSSB SR 2023-24 Vol:5 P.NO.187 I.No:16.1.4) | Mtr | 908.46 | 908.46 | 400.0 | False | None | None | False | None | False | 363384.0 | 0 | | 2679338 | 83537 | None | code06 | 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. , 1.2 M depth & SFRC cover and frame BWSSB SR 2023-24 Vol:3 P.NO.192 I.No: 16.15.4 ) | No. | 32311.1 | 32311.1 | 14.0 | False | None | None | False | None | False | 452355.4 | 0 | | 2679339 | 83537 | None | code07 | 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. (as per specification. PWD SR 2023-24 Vol:3 P.NO.26 I.No: 4.17) | Cum | 2635.77 | 2635.77 | 60.0 | False | None | None | False | None | False | 158146.2 | 0 | | 2679340 | 83537 | None | code08 | Prime Coat over WMM/WBM 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 0.90 kg per m2 using mechanical means (as per specification. PWD SR 2023-24 Vol:3 P.NO.31 I.No: 5.1 A (i) | Sqm | 42.23 | 42.23 | 400.0 | False | None | None | False | None | False | 16892.0 | 0 | | 2679341 | 83537 | None | code09 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (as per specification. PWD SR 2023-24 Vol:3 P.NO.43 I.No: 5.31 | Cum | 10456.56 | 10456.56 | 16.0 | False | None | None | False | None | False | 167304.96 | 0 |
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