| 1727355885000 | 0 | None | None | Roads | Package No. 07.Construction of Cement Concrte Road and Drain in Nilasandra Grama Pnchayathi Limit of Channapatna Taluk and Construction of Cement Concrte Road and Drain in Huluvadi, H.Byadarahalli, and Mankunda in Limits of H.Byadarahalli Channapatan taluk. | 8375556.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4087937 | 159165 | None | code01 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 2498.78 | 2498.78 | 60.9 | False | None | None | False | None | False | 152175.702 | 0 | | 4087938 | 159165 | None | code02 | 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. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 249.26 | 249.26 | 855.31 | False | None | None | False | None | False | 213194.5706 | 0 | | 4087939 | 159165 | None | code03 | 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 40 mm nominal size graded crushed coarse aggregates. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 6168.67 | 6168.67 | 88.03 | False | None | None | False | None | False | 543028.0201 | 0 | | 4087940 | 159165 | None | code04 | 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 ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | t | 81381.33 | 81381.33 | 8.52 | False | None | None | False | None | False | 693368.9316 | 0 | | 4087941 | 159165 | None | code05 | 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 otheappurtenances 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. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 6512.69 | 6512.69 | 58.48 | False | None | None | False | None | False | 380862.1112 | 0 | | 4087942 | 159165 | None | code06 | 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 otheappurtenances 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. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 8725.74 | 8725.74 | 153.48 | False | None | None | False | None | False | 1339226.5752 | 0 | | 4087943 | 159165 | None | code07 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 1205.1 | 1205.1 | 754.02 | False | None | None | False | None | False | 908669.502 | 0 | | 4087944 | 159165 | None | code08 | 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. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 273.98 | 273.98 | 427.66 | False | None | None | False | None | False | 117170.2868 | 0 | | 4087945 | 159165 | None | code09 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 5.15 | 5.15 | 2430.0 | False | None | None | False | None | False | 12514.5 | 0 | | 4087946 | 159165 | None | code10 | 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. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 2635.77 | 2635.77 | 297.0 | False | None | None | False | None | False | 782823.69 | 0 | | 4087947 | 159165 | None | code11 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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 operationincluding 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. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 6565.22 | 6565.22 | 424.44 | False | None | None | False | None | False | 2786541.9768 | 0 | | 4087948 | 159165 | None | code12 | 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 ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 507.79 | 507.79 | 21.06 | False | None | None | False | None | False | 10694.0574 | 0 | | 4087949 | 159165 | None | code13 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Sqm | 1100.04 | 1100.04 | 140.4 | False | None | None | False | None | False | 154445.616 | 0 | | 4087950 | 159165 | None | code14 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts 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 requiredto complete the work. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 488.22 | 488.22 | 306.0 | False | None | None | False | None | False | 149395.32 | 0 | | 4087951 | 159165 | None | code15 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- with all lead and lift and loading and unloading charges cost and conveyance of all materials, labour charges hire charges of equipment and all other incidental charges etc., complete as per standard technical specification and direction of the Engineer in charge of the work. | Cum | 1031.03 | 1031.03 | 127.49 | False | None | None | False | None | False | 131446.0147 | 0 |
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