| 1723100278000 | 0 | None | None | Roads | Construction of CC Road from Lingadahalli village in SC colony in pavagada taluk.(Reserved for SC category) | 1484358.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3721254 | 137879 | None | 001 | 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 (Vol-3, PWD Common SR 2023-24, I.No - 3.7, P.No - 17 ) | Cum | 123.9 | 123.9 | 20.0 | False | None | None | False | None | False | 2478.0 | 0 | | 3721255 | 137879 | None | 002 | 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 -II Material ( PWD Common SR 2023-24 Item No: 4.1(ii) Page No : 23 )
| Cum | 3020.8 | 3020.8 | 20.0 | False | None | None | False | None | False | 60416.0 | 0 | | 3721256 | 137879 | None | 003 | Construction of un-reinforced plain cement concrete pavement using RMC M-20 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The uperplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) ( Vol-3, CSR for 2023-24 Item No : 6.60, Page No: 51 ) | Cum | 7993.32 | 7993.32 | 118.8 | False | None | None | False | None | False | 949606.416 | 0 | | 3721257 | 137879 | None | 004 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition (Vol-1 PWD CSR for 2023-24 Item No : 8.24.2 Page No: 104 )
| Cum | 420.08 | 420.08 | 42.0 | False | None | None | False | None | False | 17643.36 | 0 | | 3721258 | 137879 | None | 005 | 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 PWD CSR for 2023-24 Item No : 2.4.1, Page No: 16 )
| Cum | 7556.72 | 7556.72 | 32.0 | False | None | None | False | None | False | 241815.04 | 0 | | 3721259 | 137879 | None | 006 | Crack Groove Cutting: Groove shall be cut using hand held
electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as ""V"" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form ""V"" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete (Groove cutting shall be paid seperately) ( Vol-3, CSR for 2023-24 Item No :17.b-10, Page No: 161 ) | m | 885.0 | 885.0 | 240.0 | False | None | None | False | None | False | 212400.0 | 0 |
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