1723114157000 | 0 | None | None | Other Works | 15TH FINANCE2024-25 SWD PACKAGE 32 | 1939472.24 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3726095 | 138225 | None | code01 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m perPage no: 8 VOL -1 item no:1.14.1 | Cum | 107.1 | 107.1 | 124.8 | False | None | None | False | None | False | 13366.08 | 0 | 3726096 | 138225 | None | code02 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and 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. perThe cost of steel reinforcement and formwork shall be paid separately Mix 1:4:8 Using 40 mm nominal size graded crushed coarse perPage no: 15 VOL -1 item no:2.1.2
aggregates | Cum | 5947.2 | 5947.2 | 20.8 | False | None | None | False | None | False | 123701.76 | 0 | 3726097 | 138225 | None | code03 | Supplying, fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingperwelding joints, tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. perPage no: 18 VOL-1 item no:2.11 h | Tonne | 82961.55 | 82961.55 | 4.335 | False | None | None | False | None | False | 359638.31925 | 0 | 3726098 | 138225 | None | code04 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granitepertrapperbasalt 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 and 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. perThe cost of steel reinforcement and formwork to be paidseparately cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates perVol-1 Page no:16 item no:2.42 | Cum | 6971.1 | 6971.1 | 65.78 | False | None | None | False | None | False | 458558.958 | 0 | 3726099 | 138225 | None | code05 | Refilling available earth around trenchesperpipelines, 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 specificationsperVol-1, Page No.7, Item No. 1.10 | Cum | 168.0 | 168.0 | 20.8 | False | None | None | False | None | False | 3494.4 | 0 | 3726100 | 138225 | None | code06 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal and 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm cperc, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. perVol-2, Page No.175, Item No. 17.5 | Each | 1179.15 | 1179.15 | 260.0 | False | None | None | False | None | False | 306579.0 | 0 | 3726101 | 138225 | None | code01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. VOL-3 SR 2023-24, Item No. 2.8 ii By Mechanical Means. | Cum | 754.95 | 754.95 | 0.9 | False | None | None | False | None | False | 679.455 | 0 | 3726102 | 138225 | None | code02 | Earth work excavation for Foundation by mechanical means for all works and 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 and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery and other appurtenacesrequired to complete the work. PWD SR 2023-24, Vol-1, P.No-8 I.no.1.14 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 88.3399 | False | None | None | False | None | False | 9461.20329 | 0 | 3726103 | 138225 | None | code03 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteper trapperbasalt 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 and 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. Vol-1 SR 2023-24, It.No.2.1.2, P.No 13, Mix 1-4-8 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5947.2 | 5947.2 | 11.77 | False | None | None | False | None | False | 69998.544 | 0 | 3726104 | 138225 | None | code04 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The graniteper trapperbasalt 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 and 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. Vol-1 SR 2023-24, P.No 16, It.No. 2.4.2, sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6639.15 | 6639.15 | 34.3799 | False | None | None | False | None | False | 228253.313085 | 0 | 3726105 | 138225 | None | code05 | Form Work cost 35percentage of finished concrete rate As in Vol-1 SR 2023-24, P.No.111, Addendum I | Cum | 2323.7 | 2323.7 | 11.28 | False | None | None | False | None | False | 26211.336 | 0 | 3726106 | 138225 | None | code06 | Supplying, fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingperwelding joints, tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Vol-1 SR 2023-24, P.No 18, It.No. 2.11h All other type of structures. | Tonne | 82961.55 | 82961.55 | 1.9254 | False | None | None | False | None | False | 159734.16837 | 0 | 3726107 | 138225 | None | code07 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains per utility ducts per Rain water harvesting pit of width not exceeding1000 mm using sqm0 concrete reinforced with TMT bars Fe 550 at 6kgpersqm , slabs jointed in CM 1-3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Vol- 2 SR 2023-24 P.No 177 I.No 17.14 | Sqm | 1228.5 | 1228.5 | 144.0 | False | None | None | False | None | False | 176904.0 | 0 | 3726108 | 138225 | None | code08 | Providing PVC ringtite pipes conforming to IS 4985-2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type, with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. complete For- Vol-5 CSR 2023-24, Chapter - 10 PVC PIPE WORKS, P.no 113,I.No 10.1 10.1.1 PVC pipes 25mm dia, 10 kgpersqcm and class 5 m 48 | Rmtr | 50.4 | 50.4 | 6.0 | False | None | None | False | None | False | 302.4 | 0 | 3726109 | 138225 | None | code09 | Providing PVC ringtite pipes conforming to IS 4985-2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints,testingandcommissioning, including loading unloading at bothdestinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type, with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc.complete For- Vol-5 CSR 2023-24, Chapter - 10 PVC PIPE WORKS, P.no 113,I.No 10.1 10.1.7 PVC pipes 110mm dia., 6 kgpersqcm and class 3 m 411 | Rmtr | 431.55 | 431.55 | 6.0 | False | None | None | False | None | False | 2589.3 | 0 |
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