1722421393000 | 0 | None | None | Other Works | Construction of Rain water Harwesting at Siddeshwar nagar Unakal of Ward No. 38. (Siddeshwar nagar Garden and Ground) | 3099937.6 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3659120 | 133506 | None | 001 | 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. In all kinds of soils Depth upto 1.5 m. Vol-1, P No-5, I No-1.4.1 | Cum | 254.1 | 254.1 | 502.27 | False | None | None | False | None | False | 127626.807 | 0 | 3659121 | 133506 | None | 002 | 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. Depth exceeding 1.5m, but not exceeding 3 m. Vol-1, P No-5, I No-1.4.2 | Cum | 271.95 | 271.95 | 96.0 | False | None | None | False | None | False | 26107.2 | 0 | 3659122 | 133506 | None | 003 | 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. Depth exceeding 3m, but not exceeding 4.5m. Vol-1, P No-6, I No-1.4.3 | Cum | 394.8 | 394.8 | 96.0 | False | None | None | False | None | False | 37900.8 | 0 | 3659123 | 133506 | None | 004 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. Vol-2, P No-125, I No-13.48 | m | 305.55 | 305.55 | 60.0 | False | None | None | False | None | False | 18333.0 | 0 | 3659124 | 133506 | None | 005 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. Vol-2, P No-125, I No-13.49 | m | 596.4 | 596.4 | 300.0 | False | None | None | False | None | False | 178920.0 | 0 | 3659125 | 133506 | None | 006 | 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Vol-1, P No-15, I No-2.1.3 | Cum | 6288.45 | 6288.45 | 45.0 | False | None | None | False | None | False | 282980.25 | 0 | 3659126 | 133506 | None | 007 | 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. Vol-1, P No-16, I No-2.4.2 | Cum | 6639.15 | 6639.15 | 20.26 | False | None | None | False | None | False | 134509.179 | 0 | 3659127 | 133506 | None | 008 | 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 Vol-1, P No-18, I No-2.11h | Tonne | 82961.55 | 82961.55 | 2.03 | False | None | None | False | None | False | 168411.9465 | 0 | 3659128 | 133506 | None | 009 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work. For Drains concrete including cost of all materials. Vol-1, P No-Cor-3, I No-2a | Cum | 2323.7 | 2323.7 | 20.26 | False | None | None | False | None | False | 47078.162 | 0 | 3659129 | 133506 | None | 010 | Providing Brick work with common burnt clay Non 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. Vol-2, P No-13, I No-6.1 | Cum | 8631.0 | 8631.0 | 22.43 | False | None | None | False | None | False | 193593.33 | 0 | 3659130 | 133506 | None | 011 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Vol-2, P No-17, I No-6.32 | Sqm | 1375.5 | 1375.5 | 13.0 | False | None | None | False | None | False | 17881.5 | 0 | 3659131 | 133506 | None | 012 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) 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. Vol-2, P No-41, I No-8.1.1 | Sqm | 267.75 | 267.75 | 153.92 | False | None | None | False | None | False | 41212.08 | 0 | 3659132 | 133506 | None | 013 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Vol-2, P No-175, I No-17.1 | Cum | 1052.1 | 1052.1 | 144.0 | False | None | None | False | None | False | 151502.4 | 0 | 3659133 | 133506 | None | 014 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge. Vol-2, P No-175, I No-17.2. | Cum | 1245.3 | 1245.3 | 86.4 | False | None | None | False | None | False | 107593.92 | 0 | 3659134 | 133506 | None | 015 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Vol-2, P No-175, I No-17.3 | Cum | 1251.6 | 1251.6 | 57.6 | False | None | None | False | None | False | 72092.16 | 0 | 3659135 | 133506 | None | 016 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²). Vol-2, P No-21, I No-7.6 | m | 677.25 | 677.25 | 100.0 | False | None | None | False | None | False | 67725.0 | 0 | 3659136 | 133506 | None | 017 | 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. Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15. Vol-3, P No-129, I No-14.4B | Cum | 6686.4 | 6686.4 | 209.52 | False | None | None | False | None | False | 1400934.528 | 0 | 3659137 | 133506 | None | 018 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing 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. Vol-2, P No-46, I No-8.33.1 | Sqm | 165.9 | 165.9 | 153.92 | False | None | None | False | None | False | 25535.328 | 0 |
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