| 1725274272000 | 0 | None | None | Construction of Anicuts - Barrages | CONSTRUCTION OF SERIES OF BARRAGE ACROSS VARADA RIVER IN SORABA CONSTITUENCY OF SHIVAMOGGA DISTRICT. (NEAR KAGODU, TADAGALALE, SHUNTIKOPPA, CHIKKAMAKOPPA, KADASURU, DUGLI VILLAGE) (6 Nos) | 399734737.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3903315 | 150439 | None | Item no.8.2.1 page 101 of Vol.IV Part -A, 2023-24 | 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 and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Each | 28.56 | 28.56 | 180.0 | False | None | None | False | None | False | 5140.8 | 0 | | 3903316 | 150439 | None | Item no.3.13 page 140 of Vol.IV Part -A, 2023-24 | De-silting in 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 and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 105.28 | 105.28 | 37500.0 | False | None | None | False | None | False | 3948000.0 | 0 | | 3903317 | 150439 | None | Item no.3.3 page 47 of Vol.IV Part -1, 2023-24) | Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 704.48 | 704.48 | 14530.25 | False | None | None | False | None | False | 10236270.52 | 0 | | 3903318 | 150439 | None | Item no. 1.14.1, page 8 of Vol.I, 2023-24) | 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 and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 114.24 | 114.24 | 23996.39 | False | None | None | False | None | False | 2741347.5936 | 0 | | 3903319 | 150439 | None | Item no. 1.14.1, page 8 of Vol.I, 2023-24) | 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 3-6m depth complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 131.04 | 131.04 | 14404.02 | False | None | None | False | None | False | 1887502.7808 | 0 | | 3903320 | 150439 | None | Item no. 1.14.1, page 8 of Vol.I, 2023-24) | 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 Above 6m. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 161.28 | 161.28 | 4022.46 | False | None | None | False | None | False | 648742.3488 | 0 | | 3903321 | 150439 | None | Item no. 2.12, page 38 of Vol.IV, 2023-24) | 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 M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 7004.48 | 7004.48 | 6754.36 | False | None | None | False | None | False | 47310779.5328 | 0 | | 3903322 | 150439 | None | Common SR It no. 2.13, page 39 of Vol.IV, 2023-24 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 6795.04 | 6795.04 | 5969.65 | False | None | None | False | None | False | 40564010.536 | 0 | | 3903323 | 150439 | None | Common SR It no. 2.2.4, page 15 of Vol.I, 2023-24 | Providing and laying in position Reinforced 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 and all the other appurtenances required to complete the work as per technical specifications. M25Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete with all lead and lifts and as per direction of Engineer in charge of work.(This Quantity pertaining to all 6 barrages ) | Cum | 7309.21 | 7309.21 | 1046.82 | False | None | None | False | None | False | 7651427.2122 | 0 | | 3903324 | 150439 | None | Common SR It no. 2.4.3, page 16 of Vol I, 2023-24 | 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.M25Design Mix Using 20 mm nominal size graded crushed coarse aggregates For pier up to 5 m height . complete with all lead and lifts and as per direction of Engineer in charge of work. (This Quantity pertaining to all 6 barrages ) | Cum | 7805.95 | 7805.95 | 1155.76 | False | None | None | False | None | False | 9021804.772 | 0 | | 3903325 | 150439 | None | Common SR Item no. 2.4.3, page 16 of Vol I, 2023-2 | 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 and all other appurtenances required to complete the work as per technical specifications. M25Design Mix Using 20 mm nominal size graded crushed coarse aggregates for pier 5-10 m height. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages )
| Cum | 8657.51 | 8657.51 | 602.19 | False | None | None | False | None | False | 5213465.9469 | 0 | | 3903326 | 150439 | None | Common SR Vol-1, 2023-24, P- 16, I- 2.4.2 | Providing and laying in position Reinforced 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for slab. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 8799.43 | 8799.43 | 192.0 | False | None | None | False | None | False | 1689490.56 | 0 | | 3903327 | 150439 | None | Common SR Item no.1.12 page 130 of Vol.IV, 2023-24 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages )
| Cum | 7789.6 | 7789.6 | 12492.48 | False | None | None | False | None | False | 97311422.208 | 0 | | 3903328 | 150439 | None | Common SR Item no. 2.11, page 18 of Vol I, 2023-24 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including costof all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, typing with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | t | 99503.04 | 99503.04 | 327.18 | False | None | None | False | None | False | 32555404.6272 | 0 | | 3903329 | 150439 | None | Common SR Item no.13.15, page 123 of Vol.III, 2023 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages )
| m | 258.72 | 258.72 | 275.5 | False | None | None | False | None | False | 71277.36 | 0 | | 3903330 | 150439 | None | Common SRItem no. 13.7, page 103 of Vol.III, 23-24 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Nos | 3663.52 | 3663.52 | 118.0 | False | None | None | False | None | False | 432295.36 | 0 | | 3903331 | 150439 | None | Common SR Item no. 8.18 page 67 of Common SR Vol. | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Each | 837.76 | 837.76 | 130.0 | False | None | None | False | None | False | 108908.8 | 0 | | 3903332 | 150439 | None | Common SR It no.3.44.1, page 54 of Vol.IV, 2023-24 | Providing and constructing dry size stone pitching using 200 to 250 mm size stones 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 into joints, finishing and all other ancillary operations complete. 300mm thick . complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Sqm | 434.56 | 434.56 | 1687.16 | False | None | None | False | None | False | 733172.2496 | 0 | | 3903333 | 150439 | None | Common SR It no.12.2, page 117 of Vol.III, 2023-24 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lifts and as per direction of Engineer in charge of work (This Quantity pertaining to all 6 barrages ) | m | 267.68 | 267.68 | 7677.65 | False | None | None | False | None | False | 2055153.352 | 0 | | 3903334 | 150439 | None | Common SR It no.12.4, page 117 of Vol.III, 2023-24 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete with all lead and lifts and as per direction of Engineer in charge of work (This Quantity pertaining to all 6 barrages ) | Cum | 2998.24 | 2998.24 | 2242.57 | False | None | None | False | None | False | 6723763.0768 | 0 | | 3903335 | 150439 | None | Common SR It no.1.2, page 129of Vol.IV, 2023-24 | Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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 and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Cum | 287.84 | 287.84 | 6177.57 | False | None | None | False | None | False | 1778151.7488 | 0 | | 3903336 | 150439 | None | Com SR Item no.2.4, p.n 134 of Vo.IV Part II 23-24 | 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 2.00 m Height 3.20m (W) x 2.0m (H) complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Sqm | 34203.68 | 34203.68 | 448.0 | False | None | None | False | None | False | 15323248.64 | 0 | | 3903337 | 150439 | None | Common SR It no. 2.4, p 134 ofVol.IV Part II 23-24 | 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 2.00m to 3.00 m Height 3.20m (W) x 1.0m (H) complete with all lead and lifts and as per direction of Engineer in charge of work.(This Quantity pertaining to all 6 barrages ) | Sqm | 39053.28 | 39053.28 | 224.0 | False | None | None | False | None | False | 8747934.72 | 0 | | 3903338 | 150439 | None | Comn SR It no. 2.4, pa 134 of Vol.IV Part 23-24 | 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 For 3.00 to 4.00 m Height 3.20m (W) x 1.0m (H)
complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Sqm | 44611.84 | 44611.84 | 224.0 | False | None | None | False | None | False | 9993052.16 | 0 | | 3903339 | 150439 | None | Item no. 2.4, page 134 of Vol.IV Part II 2023-24 | 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 4.00 to 6.00 m Height 3.20m (W) x 1.0m (H) complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages ) | Sqm | 44611.84 | 44611.84 | 348.8 | False | None | None | False | None | False | 15560609.792 | 0 | | 3903340 | 150439 | None | Item no. 2.5, page 134 of Vol.IV Part II, 2023-24 | 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 and as per direction of Engineer in charge of work.(This Quantity pertaining to all 6 barrages ) | Sqm | 4284.0 | 4284.0 | 2352.4 | False | None | None | False | None | False | 10077681.6 | 0 | | 3903341 | 150439 | None | Item no. 4.2, page 23 of Vol.III, 2023-24 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete with all lead and lifts and as per direction of Engineer in charge of work .(This Quantity pertaining to all 6 barrages )
| Cum | 117.6 | 117.6 | 6750.0 | False | None | None | False | None | False | 793800.0 | 0 | | 3903342 | 150439 | None | Item no. 4.2, page 23 of Vol.III, 2023-24 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 552.16 | 552.16 | 15984.0 | False | None | None | False | None | False | 8825725.44 | 0 | | 3903343 | 150439 | None | Item no. 4.2, page 23 of Vol.III, 2023-24 | By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (For grading-V material)
complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 2642.08 | 2642.08 | 11160.0 | False | None | None | False | None | False | 29485612.8 | 0 | | 3903344 | 150439 | None | Item no. 4.17, page 26 of Vol.III, 2023-24 | Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 2866.08 | 2866.08 | 6240.0 | False | None | None | False | None | False | 17884339.2 | 0 | | 3903345 | 150439 | None | Item No 1.14.1 in Vol-1, Pg-8 for 2023-24 | 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 and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 114.24 | 114.24 | 350.31 | False | None | None | False | None | False | 40019.4144 | 0 | | 3903346 | 150439 | None | Item 2.1(2.1.5) in Vol-1, Pg-15 for 2023-24 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix1:2:4 Using 40 mm nominal size graded crushed coarse aggregates. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 6894.72 | 6894.72 | 42.9 | False | None | None | False | None | False | 295783.488 | 0 | | 3903347 | 150439 | None | Item No 2.2.1 in Vol-1, Pg-15 for 2023-24) | 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 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 and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7041.44 | 7041.44 | 18.0 | False | None | None | False | None | False | 126745.92 | 0 | | 3903348 | 150439 | None | Item 2.3.1 in Vol-1, Pg-15 for 2023-24 | 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 necesary, 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. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7081.76 | 7081.76 | 29.88 | False | None | None | False | None | False | 211602.9888 | 0 | | 3903349 | 150439 | None | Item 2.4.3 in Vol-1, Pg-15 for 2023-24) | 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 othe rappurtenances 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 and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7096.32 | 7096.32 | 18.66 | False | None | None | False | None | False | 132417.3312 | 0 | | 3903350 | 150439 | None | I.No.2.4.3 in Vol-1,Pg-16 (Addedum-I in Vol-I,Pg-1 | 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. Formwork for Sub structures, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, For Staging 0.0m to 5.0m, Concrete Quantity for Column. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 4967.23 | 4967.23 | 18.66 | False | None | None | False | None | False | 92688.5118 | 0 | | 3903351 | 150439 | None | Item 2.5.1 in Vol-1, Pg-16 for 2023-24) | Providing and laying in position Reinforced 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 and all other appurtenances required to complete the work as per technical specifications for columns. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7425.6 | 7425.6 | 29.16 | False | None | None | False | None | False | 216530.496 | 0 | | 3903352 | 150439 | None | Item 2.5.1 in Vol-1, Pg-16 for 2023-24) | Providing and laying in position Reinforced 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 and all other appurtenances required to complete the work as per technical specifications for Beam. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7425.6 | 7425.6 | 44.46 | False | None | None | False | None | False | 330142.176 | 0 | | 3903353 | 150439 | None | Item 2.5.1 in Vol-1, Pg-16 for 2023-24) | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges up 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. 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 and all other appurtenances required to complete the work as per technical specifications for Lintel. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7425.6 | 7425.6 | 3.0 | False | None | None | False | None | False | 22276.8 | 0 | | 3903354 | 150439 | None | Item 2.5 in Vol-1, Pg-16 for 2023-24 | Providing and laying in position Reinforced 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 and all other appurtenances required to complete the work as per technical specifications for slab. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7425.6 | 7425.6 | 72.42 | False | None | None | False | None | False | 537761.952 | 0 | | 3903355 | 150439 | None | Item No.2.6.1 in Vol-1,Pg-16 (Add-I in Vol-I,P 111 | Providing and laying in position Reinforced 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 and all other appurtenances required to complete the work as per technical specifications. Formwork for Super structures. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Staging 0.0m to 5.0m Concrete Quantity for Column. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 5197.92 | 5197.92 | 29.16 | False | None | None | False | None | False | 151571.3472 | 0 | | 3903356 | 150439 | None | Item No.2.6.1 in Vol-1,Pg-16 (Add-I in Vol- 111I, | Providing and laying in position Reinforced 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 and all other appurtenances required to complete the work as per technical specifications. Formwork for Super structures. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Staging 0.0m to 5.0m Concrete Quantity for RCC Beam. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 4455.36 | 4455.36 | 47.46 | False | None | None | False | None | False | 211451.3856 | 0 | | 3903357 | 150439 | None | Item No.2.6.1 in Vol-1,Pg-16 (Addedum-I in Vol-I,P | Providing and laying in position Reinforced 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 and all other appurtenances required to complete the work as per technical specifications. Formwork for Super structures. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Staging 0.0m to 5.0m Concrete Quantity for slab. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 3712.8 | 3712.8 | 122.58 | False | None | None | False | None | False | 455115.024 | 0 | | 3903358 | 150439 | None | Item 5.4 in Vol-2, Pg-9 for 2023-24) | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 7155.68 | 7155.68 | 96.96 | False | None | None | False | None | False | 693814.7328 | 0 | | 3903359 | 150439 | None | Item 1.9 in Vol-1, Pg-7 for 2023-24) | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 297.92 | 297.92 | 179.82 | False | None | None | False | None | False | 53571.9744 | 0 | | 3903360 | 150439 | None | Item 6.8 in Vol-2, Pg-14 for 2023-24) | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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 with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Cum | 8925.28 | 8925.28 | 130.32 | False | None | None | False | None | False | 1163142.4896 | 0 | | 3903361 | 150439 | None | Item 11.37.1 in Vol-2, Pg-89 for 2023-24 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery . complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 1106.56 | 1106.56 | 86.4 | False | None | None | False | None | False | 95606.784 | 0 | | 3903362 | 150439 | None | Item 11.35.1 in Vol-2, Pg-88 for 2023-24 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Kgs | 506.24 | 506.24 | 1296.0 | False | None | None | False | None | False | 656087.04 | 0 | | 3903363 | 150439 | None | Item 11.34A in Vol-2, Pg-86 for 2023-24 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Kgs | 188.16 | 188.16 | 2073.6 | False | None | None | False | None | False | 390168.576 | 0 | | 3903364 | 150439 | None | Item 8.2.2 in Vol-2, Pg-41 for 2023-24) | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications . complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 312.48 | 312.48 | 815.7 | False | None | None | False | None | False | 254889.936 | 0 | | 3903365 | 150439 | None | Item 8.4.1 in Vol-2, Pg-42 for 2023-24 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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.complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 361.76 | 361.76 | 1083.12 | False | None | None | False | None | False | 391829.4912 | 0 | | 3903366 | 150439 | None | Item 8.51 in Vol-2, Pg-50 for 2023-24) | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 112.0 | 112.0 | 1083.12 | False | None | None | False | None | False | 121309.44 | 0 | | 3903367 | 150439 | None | Item 8.63 in Vol-2, Pg-51 for 2023-24) | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 91.84 | 91.84 | 1083.12 | False | None | None | False | None | False | 99473.7408 | 0 | | 3903368 | 150439 | None | Item 8.28 in Vol-2, Pg-45 for 2023-24) | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 99.68 | 99.68 | 815.7 | False | None | None | False | None | False | 81308.976 | 0 | | 3903369 | 150439 | None | Item 9.2 in Vol-2, Pg-59 for 2023-24) | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 896.0 | 896.0 | 432.0 | False | None | None | False | None | False | 387072.0 | 0 | | 3903370 | 150439 | None | Item 2.11 in Vol-1, Pg-18 for 2023-24 | 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. complete with all lead and lifts and as per direction of Engineer in charge of work . (This Quantity pertaining to all 6 barrages ) | t | 100191.84 | 100191.84 | 15.12 | False | None | None | False | None | False | 1514900.6208 | 0 | | 3903371 | 150439 | None | Item 11.6.1 in Vol-2, Pg-78 for 2023-24 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 2948.96 | 2948.96 | 57.18 | False | None | None | False | None | False | 168621.5328 | 0 | | 3903372 | 150439 | None | Item 15.1 in Vol-2, Pg-149 for 2023-24 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.of work . (This Quantity pertaining to all 6 barrages ) | Sqm | 915.04 | 915.04 | 432.0 | False | None | None | False | None | False | 395297.28 | 0 | | 3903373 | 150439 | None | Purchase of Vehicles | Supplying of 01 No brand new Bolero vehicle from Mahindra motors limited for the office of
Executive Engineer MI and GWD division Shimogga. The vehicles is to be got registered in the name of the employer, or in the names of the departmental officer approved by the employer.
| No | 1064000.0 | 1064000.0 | 1.0 | False | None | None | False | None | False | 1064000.0 | 0 |
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