| 1721902293000 | 0 | None | None | Other Works | Construction of RCC Drain and Calvert Slab in Ward No.27, 28, 31 in Sindhanur Municipal Limit | 3955627.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3618468 | 131485 | None | code01 | 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 | Cum | 373.8 | 373.8 | 80.0 | False | None | None | False | None | False | 29904.0 | 0 | | 3618469 | 131485 | None | code02 | Dismantling of Flexible Pavements Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous course | Cum | 338.1 | 338.1 | 21.0 | False | None | None | False | None | False | 7100.1 | 0 | | 3618470 | 131485 | None | code03 | Dismantling of Flexible Pavements Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means Granular courses | Cum | 55.65 | 55.65 | 72.0 | False | None | None | False | None | False | 4006.8 | 0 | | 3618471 | 131485 | None | code04 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Cement Concrete Grade M-15 & M-20 | Cum | 979.65 | 979.65 | 35.4 | False | None | None | False | None | False | 34679.61 | 0 | | 3618472 | 131485 | None | code05 | Removal of Cement Concrete Pipe of Sewer Gutter Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and lead and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. | Mtr | 258.3 | 258.3 | 20.0 | False | None | None | False | None | False | 5166.0 | 0 | | 3618473 | 131485 | None | code06 | Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead and stacking of serviceable material and unserviceable material separately under supervision of concerned department | Mtr | 233.1 | 233.1 | 50.0 | False | None | None | False | None | False | 11655.0 | 0 | | 3618474 | 131485 | None | code07 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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 & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 355.0 | False | None | None | False | None | False | 111452.25 | 0 | | 3618475 | 131485 | None | code08 | 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 aggregates | Cum | 5947.2 | 5947.2 | 51.5 | False | None | None | False | None | False | 306280.8 | 0 | | 3618476 | 131485 | None | code09 | 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 - For Buildings | Tonne | 93929.85 | 93929.85 | 15.0499 | False | None | None | False | None | False | 1413634.849515 | 0 | | 3618477 | 131485 | 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 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 176.82 | False | None | None | False | None | False | 1173934.503 | 0 | | 3618478 | 131485 | 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 Cement Concrete Drain Walls 35% | Cum | 2323.7 | 2323.7 | 176.82 | False | None | None | False | None | False | 410876.634 | 0 | | 3618479 | 131485 | None | code12 | 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 | 497.7 | 497.7 | 176.6 | False | None | None | False | None | False | 87893.82 | 0 | | 3618480 | 131485 | None | code13 | 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 | Cum | 2686.95 | 2686.95 | 36.0 | False | None | None | False | None | False | 96730.2 | 0 | | 3618481 | 131485 | None | code14 | 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) | Sqm | 1121.4 | 1121.4 | 180.0 | False | None | None | False | None | False | 201852.0 | 0 | | 3618482 | 131485 | None | code15 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 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 superplastisiser 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) | Cum | 7112.7 | 7112.7 | 1.68 | False | None | None | False | None | False | 11949.336 | 0 | | 3618483 | 131485 | None | code16 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN8.0,160mm dia | Mtr | 1257.95 | 1257.95 | 20.0 | False | None | None | False | None | False | 25159.0 | 0 | | 3618484 | 131485 | None | code17 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,110mm dia | Mtr | 517.07 | 517.07 | 10.0 | False | None | None | False | None | False | 5170.7 | 0 | | 3618485 | 131485 | None | code18 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia. | Mtr | 1398.6 | 1398.6 | 13.0 | False | None | None | False | None | False | 18181.8 | 0 |
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