| 1709354458000 | 1 | None | None | Dam and Allied works | Improvement works to Salt Water Exclusion Dam at Beskuru, construction of Salt Water Exclusion Dam near Hayguli temple and Riverbank protection work at Durmi in Byndoor constituency of Udupi district. | 25248115.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2879401 | 94123 | None | Common SR 2023-24 Vol-4A,Page No 91 Item No.7.1 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Each | 76.16 | 76.16 | 8973.72 | False | None | None | False | None | False | 683438.5152 | 0 | | 2879402 | 94123 | None | Common SR 2023-24 Vol-1,Page No 8 Item No.1.14.1 | 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 114.24 | 114.24 | 528.96 | False | None | None | False | None | False | 60428.3904 | 0 | | 2879403 | 94123 | None | Common SR 2023-24 Vol-4A,Page No 38 Item No.2.12 | Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing with all other ancillary operations complete.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 7004.48 | 7004.48 | 221.83 | False | None | None | False | None | False | 1553803.7984 | 0 | | 2879404 | 94123 | None | Common SR 2023-24 Vol-1,Page No 16 Item No.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 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, including cost of formwork 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 7789.94 | 7789.94 | 199.32 | False | None | None | False | None | False | 1552690.8408 | 0 | | 2879405 | 94123 | None | Common SR 2023-24 Vol-1,Page No 15 Item No.2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, including cost of formwork and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 7380.17 | 7380.17 | 56.75 | False | None | None | False | None | False | 418824.6475 | 0 | | 2879406 | 94123 | None | Common SR 2023-24 Vol-1,Page No 16 Item No.2.4.4 | 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, including cost of formwork and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 8306.14 | 8306.14 | 37.63 | False | None | None | False | None | False | 312560.0482 | 0 | | 2879407 | 94123 | None | Common SR 2023-24 Vol-1,Page No 16 Item No.2.5.3 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing, including cost of formwork and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 8789.58 | 8789.58 | 15.53 | False | None | None | False | None | False | 136502.1774 | 0 | | 2879408 | 94123 | None | Common SR 2023-24 Vol-1,Page No 15 Item No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, including cost of formwork and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 7323.1 | 7323.1 | 30.76 | False | None | None | False | None | False | 225258.556 | 0 | | 2879409 | 94123 | None | Common SR 2023-24 Vol-4A,Page No 61 Item No.4.12 | Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia. main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint including cost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing and all other ancillary operations complete.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | m | 1897.28 | 1897.28 | 41.4 | False | None | None | False | None | False | 78547.392 | 0 | | 2879410 | 94123 | None | Common SR 2023-24 Vol-1,Page No 18 Item No.2.11e | 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. for Dam & Allied Works. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Tonne | 99503.04 | 99503.04 | 10.07 | False | None | None | False | None | False | 1001995.6128 | 0 | | 2879411 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 139 Item No.3.7 | 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 508.48 | 508.48 | 71.39 | False | None | None | False | None | False | 36300.3872 | 0 | | 2879412 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 134 Item No.2.5 | Supply and fixing of FRP “C” section frame of size 100mm and wall thickness of 8mm (1mm) and Rib thickness of 12mm smooth finish with marine grade gel coat, with side projections at every 1 meter interval to hold the frame firmly in concrete including tie bar at top and key holes provided to tie the binding wire with reinforcement to maintain the alignment. FRP frames should be flushed to the top of the pier level after concreting to avoid damages of frames by debris of flood water. Binding of glass fibre mat must be Isoptholic polyester resin of marine grade with UV stabilizer to withstand all weather conditions and saline water (For any size). Anchor brackets to be provided to avoid the uplift of needles on either side of the groove, & all necessary works as directed and complete as per per specification. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Rmtr | 4284.0 | 4284.0 | 107.4 | False | None | None | False | None | False | 460101.6 | 0 | | 2879413 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 134 Item No.2.4a | Supplying and fixing FRP Needle gate made out of concealed GI tubes of suitable size & thickness. Zinc coating of not less than 360GSM, I.S make hot rolled from any reputed pipe manufacturing company. FRP wrapping all-round the pipe minimum thickness of 4mm and wall thickness of plates not less than 6mm. made out of Isoptholic polyester resin UV stabilized marine grade and fibre glass chopped strands of 450 GSM electrical grade with gel coat finish. The water seals to be made out of synthetic rubber (EPDM) and housed in anodized aluminium housing as per design and drawing issued according to site conditions with the warranty of 5 years for any manufacturing defects, & all necessary works as directed and complete as per per specification.For 0 to 2.20m width, For 0 to 2.00 m Height. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Sqm | 31271.52 | 31271.52 | 54.8 | False | None | None | False | None | False | 1713679.296 | 0 | | 2879414 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 134 Item No.2.4b | Supplying and fixing FRP Needle gate made out of concealed GI tubes of suitable size & thickness. Zinc coating of not less than 360GSM, I.S make hot rolled from any reputed pipe manufacturing company. FRP wrapping all-round the pipe minimum thickness of 4mm and wall thickness of plates not less than 6mm. made out of Isoptholic polyester resin UV stabilized marine grade and fibre glass chopped strands of 450 GSM electrical grade with gel coat finish. The water seals to be made out of synthetic rubber (EPDM) and housed in anodized aluminium housing as per design and drawing issued according to site conditions with the warranty of 5 years for any manufacturing defects, & all necessary works as directed and complete as per per specification.For 0 to 2.20m width, For 2.00 to 3.00 m Height. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Sqm | 36121.12 | 36121.12 | 13.7 | False | None | None | False | None | False | 494859.344 | 0 | | 2879415 | 94123 | None | Common SR 2023-24 Vol-4A,Page No 52 Item No.3.29.5 | Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete. 50 mm diameter and 750 mm long. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Each | 586.88 | 586.88 | 30.0 | False | None | None | False | None | False | 17606.4 | 0 | | 2879416 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 129 Item No.1.1 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | m | 377.44 | 377.44 | 107.06 | False | None | None | False | None | False | 40408.7264 | 0 | | 2879417 | 94123 | None | Common SR 2023-24 Vol-III,Page No 161 Item No.10 | Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | m | 840.0 | 840.0 | 49.8 | False | None | None | False | None | False | 41832.0 | 0 | | 2879418 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 140 Item No.3.13 | De-silting of tank bed/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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 105.28 | 105.28 | 2122.2 | False | None | None | False | None | False | 223425.216 | 0 | | 2879419 | 94123 | None | Common SR 2023-24 Vol-III,Page No 129 Item No.14.4 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 2141.44 | 2141.44 | 3301.2 | False | None | None | False | None | False | 7069321.728 | 0 | | 2879420 | 94123 | None | Common SR 2023-24 Vol-III,Page No 129 Item No.14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 3400.32 | 3400.32 | 589.5 | False | None | None | False | None | False | 2004488.64 | 0 | | 2879421 | 94123 | None | Common SR 2023-24 Vol-4B,Page No 140 Item No.3.15 | Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | Cum | 524.16 | 524.16 | 13172.15 | False | None | None | False | None | False | 6904314.144 | 0 | | 2879422 | 94123 | None | Common SR 2023-24 Vol-III,Page No 147 Item No16.17 | Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. | m | 2903.04 | 2903.04 | 75.0 | False | None | None | False | None | False | 217728.0 | 0 |
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