| 1718776663000 | 0 | None | None | Other Works | Construction of Compound Wall for SWM site in Kakkera TMC limit | 831915.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3307764 | 115405 | None | code01 | 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(common SR 2023-24 Itm no-1.14.1) | Cum | 108.12 | 108.12 | 59.16 | False | None | None | False | None | False | 6396.3792 | 0 | | 3307765 | 115405 | None | code02 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates(common SR 2023-24 Itm no-2.1.2) | Cum | 6003.84 | 6003.84 | 6.53 | False | None | None | False | None | False | 39205.0752 | 0 | | 3307766 | 115405 | None | code03 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6.(PWD SR 2023-24 VOL-II itm no-5.5) | Cum | 6756.44 | 6756.44 | 28.1 | False | None | None | False | None | False | 189855.964 | 0 | | 3307767 | 115405 | None | code04 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6.(PWD SR 2023-24 VOL-II itm no-5.6) | Cum | 6834.88 | 6834.88 | 22.02 | False | None | None | False | None | False | 150504.0576 | 0 | | 3307768 | 115405 | None | code05 | Providing and laying in position 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 appurtenances required to complete the work as per technical specifications.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(common SR 2023-24 Itm no-2.4.1) | Cum | 66.36 | 66.36 | 3.67 | False | None | None | False | None | False | 243.5412 | 0 | | 3307769 | 115405 | None | code06 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 VOL-II itm no-8.19.1) | Sqm | 270.3 | 270.3 | 97.88 | False | None | None | False | None | False | 26456.964 | 0 | | 3307770 | 115405 | None | code07 | Providing and constructing load bearing wall with Solid Concrete blocksof size 400x100x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usagecharges of machinery etc complete as per specifications..(PWD SR 2023-24 VOL-II itm no-6.34) | Cum | 1170.24 | 1170.24 | 184.88 | False | None | None | False | None | False | 216353.9712 | 0 | | 3307771 | 115405 | None | code08 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 VOL-II itm no-8.4.2) | Sqm | 330.72 | 330.72 | 391.5 | False | None | None | False | None | False | 129476.88 | 0 | | 3307772 | 115405 | None | code09 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 VOL-II itm no-8.28) | Sqm | 94.34 | 94.34 | 391.5 | False | None | None | False | None | False | 36934.11 | 0 | | 3307773 | 115405 | None | code10 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used .With G.I. barbed wire(PWD SR 2023-24 VOL-II itm no-11.57.1) | Mtr | 19.08 | 19.08 | 326.25 | False | None | None | False | None | False | 6224.85 | 0 | | 3307774 | 115405 | None | code11 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used .Supplying at site Angle iron post & strut of required size 50*50*5 including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.(PWD SR 2023-24 VOL-II itm no-11.57.2) | Kgs | 119.78 | 119.78 | 252.66 | False | None | None | False | None | False | 30263.6148 | 0 |
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