1718968870000 | 0 | None | None | Other Works | Construction of Road in Narayanpur hanuman temple to khadri galli at zone.03, Dharwad. | 1689588.84 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3329700 | 116670 | None | 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD SR 2023-24 Vol No.01 P.No.8 SI No. 1.12) | Cum | 99.75 | 99.75 | 72.0 | False | None | None | False | None | False | 7182.0 | 0 | 3329701 | 116670 | None | 4.17 | 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 pacting with vibratory roller to achieve the desired density. (.PWD SR 2023-24 Vol No.03 P.No.26 SI No. 4.17 MoRT&H spec.406A) | Cum | 2686.95 | 2686.95 | 54.0 | False | None | None | False | None | False | 145095.3 | 0 | 3329702 | 116670 | None | 6.8.2 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete a per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (.PWD SR 2023-24 Vol No.03, P.No.51 SI No. 6.8.2 IRC SP 63:2018) | Sqm | 1219.05 | 1219.05 | 360.0 | False | None | None | False | None | False | 438858.0 | 0 | 3329703 | 116670 | None | 2.1.6 | Providing and laying in position plain 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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24Vol No.01, P.No.15, SI No.2.1.6) | Cum | 6555.15 | 6555.15 | 6.0 | False | None | None | False | None | False | 39330.9 | 0 | 3329704 | 116670 | None | 6.2 | 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.(PWD SR 2023-24 Vol No.02 P.No.13, Si.No.6.2 ) | Cum | 8376.9 | 8376.9 | 1.2 | False | None | None | False | None | False | 10052.28 | 0 | 3329705 | 116670 | None | 8.1.2 | Providing 12 mm cement plaster with cement mortar 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 and as per directions of Engineer-in charge. (PWD SR 2023-24 Vol No.02 P.No.41 SI.No 8.1.2 ) | Sqm | 253.05 | 253.05 | 6.25 | False | None | None | False | None | False | 1581.5625 | 0 | 3329706 | 116670 | None | 2.1.4 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (.PWD SR 2023-24 Vol No.01 P.No.15 SI No. 2.1.4) | Cum | 6527.85 | 6527.85 | 0.58 | False | None | None | False | None | False | 3786.153 | 0 | 3329707 | 116670 | None | 16.23.2 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete Heavy Duty (.PWD SR 2023-24 Vol No.05 P.No.196 SI No.16.23.2) | No | 2692.2 | 2692.2 | 3.0 | False | None | None | False | None | False | 8076.6 | 0 | 3329708 | 116670 | None | 1.4.1 | 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. 1.4.1 In all kinds of soils Depth upto 1.5 m (PWD SR 2023-24 Vol No.01 P.No.05 SI No. 1.4.1 ) | Cum | 254.1 | 254.1 | 185.89 | False | None | None | False | None | False | 47234.649 | 0 | 3329709 | 116670 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol No.03 P.No.17 SI No.3.1 MoRT&H spec.301) | Cum | 89.25 | 89.25 | 185.89 | False | None | None | False | None | False | 16590.6825 | 0 | 3329710 | 116670 | None | 2.1.4 | Providing and laying in position plain 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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol No.01 P.No.15 SI No.2.1.4) | Cum | 6527.85 | 6527.85 | 18.88 | False | None | None | False | None | False | 123245.808 | 0 | 3329711 | 116670 | None | 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 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 other 17 Item No.Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates es (PWD SR 2023-24 Vol No.01 P.No.16 SI No.2.4.2) | Cum | 6639.15 | 6639.15 | 54.92 | False | None | None | False | None | False | 364622.118 | 0 | 3329712 | 116670 | None | 2.4.3 | 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 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 other 17 Item No.Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates aggregates es (PWD SR 2023-24 Vol No.01 P.No.16 SI No.2.4.3) | Cum | 6652.8 | 6652.8 | 5.6 | False | None | None | False | None | False | 37255.68 | 0 | 3329713 | 116670 | None | 2.11h | 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 (PWD SR 2023-24 Vol No.01 P.No.18 SI No.2.11 h) | Tonne | 82961.55 | 82961.55 | 3.23 | False | None | None | False | None | False | 267965.8065 | 0 | 3329714 | 116670 | None | 004 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls Percentage on finished rate of concrete per m3 35% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.04) | Cum | 2323.7 | 2323.7 | 33.24 | False | None | None | False | None | False | 77239.788 | 0 | 3329715 | 116670 | None | 001 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding For Bridges Solid Slab Super Structure Percentage on finished rate of concrete per m3 20%(.PWD SR 2023-24 Vol No.01 P.No.112 Bridges SI No.01) | Cum | 1330.56 | 1330.56 | 5.6 | False | None | None | False | None | False | 7451.136 | 0 | 3329716 | 116670 | None | 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 In all kinds of soils Depth upto 3 m (PWD SR 2023-24 Vol No.01 P.No.8, SI No.1.14.1) | Cum | 107.1 | 107.1 | 4.93 | False | None | None | False | None | False | 528.003 | 0 | 3329717 | 116670 | None | 2.1.2 | 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. (PWD SR 2023-24 Vol No.01 P.No.15, SI No.2.1.2) | Cum | 5947.2 | 5947.2 | 2.47 | False | None | None | False | None | False | 14689.584 | 0 | 3329718 | 116670 | None | 5.40 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2023-24 Vol No.02 P.No.9 , SI No.5.40) | Cum | 6708.45 | 6708.45 | 4.93 | False | None | None | False | None | False | 33072.6585 | 0 | 3329719 | 116670 | None | 6.30 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 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. (PWD SR 2023-24 Vol No.02 P.No.13, SI No.6.30) | Cum | 9317.7 | 9317.7 | 1.31 | False | None | None | False | None | False | 12206.187 | 0 | 3329720 | 116670 | None | 1.80 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD SR 2023-24 Vol No.01 P.No.07, SI No.1.80) | Cum | 497.7 | 497.7 | 4.0 | False | None | None | False | None | False | 1990.8 | 0 | 3329721 | 116670 | None | 9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (PWD SR 2023-24 Vol No.02 P.No.07, SI No.9.24) | Sqm | 2994.6 | 2994.6 | 10.53 | False | None | None | False | None | False | 31533.138 | 0 |
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