1723820978000 | 0 | None | None | Other Works | Construction of Septic tank near Gents Toilet at w no 11 | 246586.14 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3792925 | 143611 | None | 001 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Note: Cost of De-watering upto 5 % may be added, where required assessment for dewatering shall be made as per site condition (KPWD Common DSR 2023-24 Volume 1 (P.No.5; I. No.1.4.1) | Cum | 266.81 | 266.81 | 44.89 | False | None | None | False | None | False | 11977.1009 | 0 | 3792926 | 143611 | None | 002 | Removing of Sludge and Cleaning of Spetic tank including cost of labour, tools & other appurtenaces required to complete the work. | Each | 22000.0 | 22000.0 | 1.0 | False | None | None | False | None | False | 22000.0 | 0 | 3792927 | 143611 | None | 003 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge (KPWD Common DSR 2023-24 Volume 2 (P.No.187; I. No.19.2.1) | Cum | 1746.15 | 1746.15 | 2.36 | False | None | None | False | None | False | 4120.914 | 0 | 3792928 | 143611 | None | 004 | Demolishing brick work manually/ by mechanical means including stack ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge In cement mortar (KPWD Common DSR 2023-24 Volume 1 (P.No.187; I. No.19.7.3) | Cum | 1080.45 | 1080.45 | 10.58 | False | None | None | False | None | False | 11431.161 | 0 | 3792929 | 143611 | None | 005 | 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 machinery, 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. KPWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.2 ) | Cum | 5947.2 | 5947.2 | 1.58 | False | None | None | False | None | False | 9396.576 | 0 | 3792930 | 143611 | None | 006 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. KPWD Common DSR 2023-24 Volume 1 (P No: 13 I.No:6.2 ) | Cum | 8376.9 | 8376.9 | 13.65 | False | None | None | False | None | False | 114344.685 | 0 | 3792931 | 143611 | None | 007 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necessary, including all lead & lifts, cost of all materials of quality, 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 .KPWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 6639.15 | 6639.15 | 3.03 | False | None | None | False | None | False | 20116.6245 | 0 | 3792932 | 143611 | None | 008 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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 Common SR 2023-24 Volume 2 (P No:41 I.No: 8.4.1) | Sqm | 339.15 | 339.15 | 55.5 | False | None | None | False | None | False | 18822.825 | 0 | 3792933 | 143611 | None | 009 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate RCC Beams, Lintels & Troughs of Aqueducts Consider 60% KPWD Common DSR 2023-24 Volume 1 (P No: 112 SI.No : 14) | Cum | 3983.49 | 3983.49 | 1.14 | False | None | None | False | None | False | 4541.1786 | 0 | 3792934 | 143611 | None | 010 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate RCC Roof Slabs Works Consider 50% KPWD Common DSR 2023-24 Volume 1 (P No: 111 SI.No : 15) | Cum | 3319.58 | 3319.58 | 1.89 | False | None | None | False | None | False | 6274.0062 | 0 | 3792935 | 143611 | None | 011 | 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.All other type of structures.KPWD Common DSR 2023-24 Volume 1 (P No: 18 I.No : 2.1 h) | t | 82961.55 | 82961.55 | 0.284 | False | None | None | False | None | False | 23561.0802 | 0 |
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