1725253648000 | 0 | None | None | Other Works | Construction of Coumpound Wall of SWM site Belongs to Yelandur Town panchayath at Santhemarhalli Mudala Agaraha Survey No 89 Continuation Work | 1575918.87 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3900004 | 150210 | None | 14.1 | 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.In all kinds of soils Depth upto 3 m(CSR OF Vol-1 2023-24, Pg-8, I-1.14.1) | Cum | 105.06 | 105.06 | 113.16 | False | None | None | False | None | False | 11888.5896 | 0 | 3900005 | 150210 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1) | Cum | 87.55 | 87.55 | 113.16 | False | None | None | False | None | False | 9907.158 | 0 | 3900006 | 150210 | None | 3.10 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming etc.,complete with all lead and all lifts. (CSR vol-4 OF 2021-22, Pg-48, I-3.10) | Cum | 2163.0 | 2163.0 | 34.44 | False | None | None | False | None | False | 74493.72 | 0 | 3900007 | 150210 | None | 2.1.2 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR vol-1 OF 2023-24, Pg-15, I-2.1.2) | Cum | 6006.96 | 6006.96 | 14.76 | False | None | None | False | None | False | 88662.7296 | 0 | 3900008 | 150210 | None | 5.4 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Common SR (Volume -2) 2023-24 Item No.5.4, Page No. 9) | Cum | 6580.67 | 6580.67 | 29.52 | False | None | None | False | None | False | 194261.3784 | 0 | 3900009 | 150210 | None | 5.2 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)) (Common SR (Volume -2) 2023-24 Item No.5.2, Page No. 9) | Cum | 7157.37 | 7157.37 | 20.48 | False | None | None | False | None | False | 146582.9376 | 0 | 3900010 | 150210 | None | 2.4.2 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR VOL-1 OF 2023-24, Pg-16, I-2.4.2) | Cum | 7512.92 | 7512.92 | 22.95 | False | None | None | False | None | False | 172421.514 | 0 | 3900011 | 150210 | None | 2.4.2 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR VOL-1 OF 2023-24, Pg-16, I-2.4.2) | Cum | 7512.92 | 7512.92 | 8.86 | False | None | None | False | None | False | 66564.4712 | 0 | 3900012 | 150210 | None | 6.2 | KSRB 6-1.3 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5Newton per sqmm with cement mortar1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 | Cum | 9125.8 | 9125.8 | 38.71 | False | None | None | False | None | False | 353259.718 | 0 | 3900013 | 150210 | None | 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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. (Common SR (Volume -2)-2023-24 Item No.8.2.1 Page No. 41) | Sqm | 303.85 | 303.85 | 437.45 | False | None | None | False | None | False | 132919.1825 | 0 | 3900014 | 150210 | None | 8.24 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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. (Common SR (Volume -1)-2023-24 Item No.8,24 Page No. 45) | Sqm | 111.24 | 111.24 | 437.45 | False | None | None | False | None | False | 48661.938 | 0 | 3900015 | 150210 | None | 9.30 | Supplying, Fitting and Placing un-coated TMT Fe 500 & above bar Reinforcement in Foundation / Sub Structure/ super structure complete as per Drawing and Technical Specifications. (Common SR (Volume -3)- 2023-24Item No. 9.30, Page no.71) | Tonne | 92140.71 | 92140.71 | 2.49 | False | None | None | False | None | False | 229430.3679 | 0 | 3900016 | 150210 | None | 8.19 | G.I Barbed Wire Fencing 1.2 m High Providing and fixing 1.2 m high GI barbed wire fencing with1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 m center to center founded in M15 grade cement concrete, 0.6 m below ground level, 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 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 817 (PWD SR 2023-24 Vol:3 P.NO.67 I.No:8.19) | m | 341.96 | 341.96 | 123.0 | False | None | None | False | None | False | 42061.08 | 0 | 3900017 | 150210 | None | 3.1 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD SR 2023-24 Vol:1 P.NO.7 I.No:3.1) | Cum | 488.22 | 488.22 | 9.84 | False | None | None | False | None | False | 4804.0848 | 0 |
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