| 1721717013000 | 0 | None | None | Other Works | Construction Open darin and Providing Pavers at Laxmisingankeri Mohammad Konnur house to Mehaboob mulla House and Providing pavers at Mahammad Dharwadkar house to Mohammad Usuf tamboli house and Construction Open drain and UGD at Laxmigudi road | 3801530.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3588852 | 130531 | None | 01-1.14 | Earth work excavation for Foundation by mechanical means for all works & depth upto 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 upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 76.65 | 76.65 | 382.37 | False | None | None | False | None | False | 29308.6605 | 0 | | 3588853 | 130531 | None | 01-1.12 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter 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 upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(PWD SR 2021-22 Vol No.01 P.No.8 Item No1.12)
| Cum | 68.25 | 68.25 | 0.75 | False | None | None | False | None | False | 51.1875 | 0 | | 3588854 | 130531 | None | 01-2.1.4 | 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Vol No.01 P.No.15 SI No.2.1.4) | Cum | 6014.4 | 6014.4 | 67.05 | False | None | None | False | None | False | 403265.52 | 0 | | 3588855 | 130531 | None | 01-2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and
fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other 17 Item No.Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates es (PWD SR 2021-22 Vol No.01 P.No.17 SI No.2.4.2) | Cum | 6266.4 | 6266.4 | 115.58 | False | None | None | False | None | False | 724270.512 | 0 | | 3588856 | 130531 | None | 01-2.4.3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other 17 Item No.Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates aggregates es (PWD SR 2021-22 Vol No.01 P.No.17 SI No.2.4.3) | Cum | 6291.6 | 6291.6 | 10.53 | False | None | None | False | None | False | 66250.548 | 0 | | 3588857 | 130531 | None | 03-9.32 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (PWD SR 2021-22 Vol No.03 P.No.71 SI No.9.32 | Tonne | 76650.0 | 76650.0 | 4.89 | False | None | None | False | None | False | 374818.5 | 0 | | 3588858 | 130531 | None | 03-3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2021-22 Vol No.03 P.No.15 SI No.3.1 MoRT&H spec.301)
| Cum | 33.6 | 33.6 | 320.0 | False | None | None | False | None | False | 10752.0 | 0 | | 3588859 | 130531 | None | 01-09 | Appendix I Additionalities for Formwork, Centering & Scaffolding Earth retaining structures Percentage on finished rate of concrete per m3 35% (PWD SR 2021-22 Vol No.01 P.No.115 SI No.09)
| Cum | 2193.24 | 2193.24 | 115.58 | False | None | None | False | None | False | 253494.6792 | 0 | | 3588860 | 130531 | None | 01-09 | Appendix I Additionalities for Formwork, Centering & Scaffolding Earth retaining structures Percentage on finished rate of concrete per m3 10% (PWD SR 2021-22 Vol No.01 P.No.115 SI No.09)
| Cum | 1258.32 | 1258.32 | 10.53 | False | None | None | False | None | False | 13250.1096 | 0 | | 3588861 | 130531 | None | 03-3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 4.2 | 4.2 | 441.0 | False | None | None | False | None | False | 1852.2 | 0 | | 3588862 | 130531 | None | 03-4.24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. Vol.3 Pg no 23 Item no.4.24(ii)(a) | Cum | 2513.7 | 2513.7 | 125.0 | False | None | None | False | None | False | 314212.5 | 0 | | 3588863 | 130531 | None | 02-9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. (PWD SR 2021-22 Vol.2 Page no 64 Item No.9.32) | Sqm | 1202.25 | 1202.25 | 1125.0 | False | None | None | False | None | False | 1352531.25 | 0 | | 3588864 | 130531 | None | 03-20.29 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6837.6 | 6837.6 | 25.0 | False | None | None | False | None | False | 170940.0 | 0 | | 3588865 | 130531 | None | 05-1.2 T030B | Supplying, 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.150 mm dia. pipes | m | 489.3 | 489.3 | 60.0 | False | None | None | False | None | False | 29358.0 | 0 | | 3588866 | 130531 | None | 01-1.10 | 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 | 128.1 | 128.1 | 40.5 | False | None | None | False | None | False | 5188.05 | 0 | | 3588867 | 130531 | None | 01-01 | 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, 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 diaCirc. B M.H 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 diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.50M depth & SFRC cover & frame | No | 25993.6 | 25993.6 | 2.0 | False | None | None | False | None | False | 51987.2 | 0 |
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