| 1718720818000 | 0 | None | None | Dam and Allied works | Construction of Check Dam in Giddanahalli village, Nandagudi Grama Panchayath in Hosakote taluk, Bangalore Rural District | 794630.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3307015 | 115334 | None | Code01 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Each | 30.09 | 30.09 | 510.0 | False | None | None | False | None | False | 15345.9 | 0 | | 3307016 | 115334 | None | Code02 | 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 mwith all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 120.36 | 120.36 | 404.12 | False | None | None | False | None | False | 48639.8832 | 0 | | 3307017 | 115334 | None | Code03 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 7264.08 | 7264.08 | 8.48 | False | None | None | False | None | False | 61599.3984 | 0 | | 3307018 | 115334 | None | Code04 | 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 necessary, 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 with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 7461.14 | 7461.14 | 3.6 | False | None | None | False | None | False | 26860.104 | 0 | | 3307019 | 115334 | None | Code05 | Providing and laying insitu vibrated M 20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 8206.9 | 8206.9 | 37.719 | False | None | None | False | None | False | 309556.0611 | 0 | | 3307020 | 115334 | None | Code06 | 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 Dam & Allied Works with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Tonne | 104833.56 | 104833.56 | 1.89 | False | None | None | False | None | False | 198135.4284 | 0 | | 3307021 | 115334 | None | Code07 | Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing,finishing top surface & all necessary works as directed and complete as per specification. with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 1508.04 | 1508.04 | 15.3 | False | None | None | False | None | False | 23073.012 | 0 | | 3307022 | 115334 | None | Code08 | Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Sqm | 536.9 | 536.9 | 101.25 | False | None | None | False | None | False | 54361.125 | 0 | | 3307023 | 115334 | None | Code09 | Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification. with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 535.72 | 535.72 | 36.0 | False | None | None | False | None | False | 19285.92 | 0 | | 3307024 | 115334 | None | Code10 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification. with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | Cum | 110.92 | 110.92 | 244.8 | False | None | None | False | None | False | 27153.216 | 0 | | 3307025 | 115334 | None | code11 | Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 with all lead & lift and loading-unloading charges, inclusive of cost and conveyance of all materials and cost of labour, hire charges of all machinery and equipments and all other incidental charges etc., complete as per specification and direction of the Engineer-in-charge of work. | No | 10620.0 | 10620.0 | 1.0 | False | None | None | False | None | False | 10620.0 | 0 |
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