| 1723898900000 | 0 | None | None | Roads | Construction of Asphalt roads and side Drain at swm site Kolhar town. | 2964632.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3799865 | 144125 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. ( Vol-1,P. No:5 / I.No:1.1) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 93.73 | 93.73 | 502.5 | False | None | None | False | None | False | 47099.325 | 0 | | 3799866 | 144125 | None | code02 | 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 | 488.22 | 488.22 | 351.25 | False | None | None | False | None | False | 171487.275 | 0 | | 3799867 | 144125 | None | code03 | 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 -V Material ( Vol-3,P. No:23 / I.No:4.1 A v) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2562.64 | 2562.64 | 167.5 | False | None | None | False | None | False | 429242.2 | 0 | | 3799868 | 144125 | None | code04 | 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 compacting with vibratory roller to achieve the desired density ( Vol-3,P. No:26 / I.No:4.17) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2635.77 | 2635.77 | 251.25 | False | None | None | False | None | False | 662237.2125 | 0 | | 3799869 | 144125 | None | code05 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2
on Cement Concrete pavement. | Sqm | 17.51 | 17.51 | 1675.0 | False | None | None | False | None | False | 29329.25 | 0 | | 3799870 | 144125 | None | code06 | Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous
binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause
No. 505 complete in all respects. | Cum | 8952.76 | 8952.76 | 41.88 | False | None | None | False | None | False | 374941.5888 | 0 | | 3799871 | 144125 | None | code07 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach, channels , key trenches, foundation of bridges, and such similar works in 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 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, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5mtr (PWD SR 2023-4 Vol 1 P. No.5 It No. 1.4.1 ) | Cum | 249.26 | 249.26 | 144.0 | False | None | None | False | None | False | 35893.44 | 0 | | 3799872 | 144125 | None | code08 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol 1 P. No.15 It No. 2.1.3 ) | Cum | 6168.67 | 6168.67 | 20.0 | False | None | None | False | None | False | 123373.4 | 0 | | 3799873 | 144125 | None | code09 | 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 (Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 5% (PWD DSR 2023-24 Vol 1 P. No.16 It No. 2.4.2 ) | Cum | 6512.69 | 6512.69 | 67.5 | False | None | None | False | None | False | 439606.575 | 0 | | 3799874 | 144125 | None | code10 | TMT Steel Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (PWD SR 2023-24 Vol 1 P. No.90 It No. 2.11 ) | Tonne | 92140.71 | 92140.71 | 5.4 | False | None | None | False | None | False | 497559.834 | 0 | | 3799875 | 144125 | None | code11 | Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% on finished rate of concrete per m3 Vol -I Page no.111 Item No-4 Addendum-I | Cum | 2279.44 | 2279.44 | 67.5 | False | None | None | False | None | False | 153862.2 | 0 |
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