1721367602000 | 0 | None | None | Roads | Proposed Construction of 400 Mtrs Paver Road and Drains at Shams Colony, Aman Nagar, Belagavi North Constituency | 9614366.88 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3546529 | 128147 | None | code01 | 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 | Cum | 117.7 | 117.7 | 504.0 | False | None | None | False | None | False | 59320.8 | 0 | 3546530 | 128147 | None | code02 | 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 .Cost of De-watering upto 5 % of (A+B) may be added, where required as sessment for dewatering shall be made as per site condition | Cum | 126.37 | 126.37 | 360.0 | False | None | None | False | None | False | 45493.2 | 0 | 3546531 | 128147 | None | code03 | 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. | Cum | 130.09 | 130.09 | 135.0 | False | None | None | False | None | False | 17562.15 | 0 | 3546532 | 128147 | None | code04 | 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 | Cum | 587.28 | 587.28 | 636.0 | False | None | None | False | None | False | 373510.08 | 0 | 3546533 | 128147 | None | code05 | Granular Sub-Base.Plant Mix Method. Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -IV Material | Cum | 3119.8 | 3119.8 | 352.0 | False | None | None | False | None | False | 1098169.6 | 0 | 3546534 | 128147 | None | code06 | 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 . | Cum | 3170.6 | 3170.6 | 396.0 | False | None | None | False | None | False | 1255557.6 | 0 | 3546535 | 128147 | None | code07 | 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. | Cum | 1241.47 | 1241.47 | 108.0 | False | None | None | False | None | False | 134078.76 | 0 | 3546536 | 128147 | None | code08 | Precast Cement Concrete Interlocking Block. 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) | Sqm | 1438.47 | 1438.47 | 1760.0 | False | None | None | False | None | False | 2531707.2 | 0 | 3546537 | 128147 | None | code09 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregate | Cum | 7017.69 | 7017.69 | 72.0 | False | None | None | False | None | False | 505273.68 | 0 | 3546538 | 128147 | None | code10 | 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 eedle 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 | Cum | 7834.19 | 7834.19 | 216.0 | False | None | None | False | None | False | 1692185.04 | 0 | 3546539 | 128147 | None | code11 | Providing and removing centering, shuttering, strutting, propping etc.
Foundation, Sub structure of Cross drainages | Cum | 391.7 | 391.7 | 96.0 | False | None | None | False | None | False | 37603.2 | 0 | 3546540 | 128147 | None | code12 | Cement Concrete Drain Walls | Cum | 2741.96 | 2741.96 | 120.0 | False | None | None | False | None | False | 329035.2 | 0 | 3546541 | 128147 | None | code13 | 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 | Tonne | 97894.62 | 97894.62 | 14.4 | False | None | None | False | None | False | 1409682.528 | 0 | 3546542 | 128147 | None | code14 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other eleterious matter, including dressing of excavated surfaces, disposing off or eveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.
In all kinds of soils. Depth upto 1.50m | Mtr | 599.67 | 599.67 | 48.0 | False | None | None | False | None | False | 28784.16 | 0 | 3546543 | 128147 | None | code15 | Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage ystem including all necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene (HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kN/m2 2. Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling.(Excavated material to be utlised in roadway at site )
200mm dia HDPE pipe | Mtr | 2008.41 | 2008.41 | 48.0 | False | None | None | False | None | False | 96403.68 | 0 |
|