1722695829000 | 0 | None | None | Road Under Bridge | Development of Road Laying of Pavers from Bharmappa Talavar house to Mahantesh Hugar house and Construction of CC Drain Both Side in Ward No. 07 and Laying of Pavers from Shivputrappa Madival house to Basappa house and Construction of CC Drain and Slab from Nurudding Gudihindal house to Jadhav house in TMC Limits | 737756.69 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3685492 | 135157 | None | Code01 | Earth Work Excavation
Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. | Cum | 99.75 | 99.75 | 46.8 | False | None | None | False | None | False | 4668.3 | 0 | 3685493 | 135157 | None | Code02 | Construction of Sub grade and Earthen Shoulders
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 | Cum | 517.65 | 517.65 | 15.6 | False | None | None | False | None | False | 8075.34 | 0 | 3685494 | 135157 | None | Code03 | 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 (i) For Grading -I Material m3 2,360.00 | Cum | 2478.0 | 2478.0 | 23.4 | False | None | None | False | None | False | 57985.2 | 0 | 3685495 | 135157 | None | Code04 | 6.8.2 IRC SP 63: 2018 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 as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) m2 1,161.00 | Sqm | 1219.05 | 1219.05 | 156.0 | False | None | None | False | None | False | 190171.8 | 0 | 3685496 | 135157 | None | Code05 | PQC
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6692.7 | 6692.7 | 0.78 | False | None | None | False | None | False | 5220.306 | 0 | 3685497 | 135157 | None | Code06 | Earth Work Excavation Mechanical Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, arricading, 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 39.52 | False | None | None | False | None | False | 4232.592 | 0 | 3685498 | 135157 | None | Code07 | 2.1 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, aid 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. 2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates m 5338.00 | Cum | 5604.9 | 5604.9 | 4.68 | False | None | None | False | None | False | 26230.932 | 0 | 3685499 | 135157 | None | Code08 | RCC (M20) 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8852.2 | 8852.2 | 11.82 | False | None | None | False | None | False | 104633.004 | 0 | 3685500 | 135157 | None | Code09 | TMT Steel 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 / softannealed steel wire and other ancilary erations complete as per drawing and technical specification | Tonne | 82961.55 | 82961.55 | 0.71 | False | None | None | False | None | False | 58902.7005 | 0 | 3685501 | 135157 | None | Code10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 128.1 | 128.1 | 20.28 | False | None | None | False | None | False | 2597.868 | 0 | 3685502 | 135157 | None | Code11 | Earth Work Excavation
Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. | Cum | 99.75 | 99.75 | 36.0 | False | None | None | False | None | False | 3591.0 | 0 | 3685503 | 135157 | None | Code12 | Construction of Sub grade and Earthen Shoulders
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 | Cum | 517.65 | 517.65 | 12.0 | False | None | None | False | None | False | 6211.8 | 0 | 3685504 | 135157 | None | Code13 | 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 (i) For Grading -I Material m3 2,360.00 | Cum | 2478.0 | 2478.0 | 18.0 | False | None | None | False | None | False | 44604.0 | 0 | 3685505 | 135157 | None | Code14 | 6.8.2 IRC SP 63: 2018 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 as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) m2 1,161.00 | Sqm | 1219.05 | 1219.05 | 120.0 | False | None | None | False | None | False | 146286.0 | 0 | 3685506 | 135157 | None | Code15 | PQC
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6692.7 | 6692.7 | 2.16 | False | None | None | False | None | False | 14456.232 | 0 | 3685507 | 135157 | None | Code16 | Earth Work Excavation Mechanical Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, arricading, 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 8.32 | False | None | None | False | None | False | 891.072 | 0 | 3685508 | 135157 | None | Code17 | 2.1 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, aid 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. 2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates m 5338.00 | Cum | 5604.9 | 5604.9 | 0.96 | False | None | None | False | None | False | 5380.704 | 0 | 3685509 | 135157 | None | Code18 | RCC (M20) 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8852.2 | 8852.2 | 3.935 | False | None | None | False | None | False | 34833.407 | 0 | 3685510 | 135157 | None | Code19 | TMT Steel 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 / softannealed steel wire and other ancilary erations complete as per drawing and technical specification | Tonne | 82961.55 | 82961.55 | 0.22 | False | None | None | False | None | False | 18251.541 | 0 | 3685511 | 135157 | None | Code20 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 128.1 | 128.1 | 4.16 | False | None | None | False | None | False | 532.896 | 0 |
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