1725035011000 | 0 | None | None | Other Works | Construction of water sump at proposed Dr BR Ambedkar Community hall way to Kergalli road in Bogadi Gown Panchayath Limit | 337908.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3890982 | 149571 | None | code1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD Comman SR Vol-1, 2023-24, Item no. 1.17.1, Page No.10) | Cum | 269.86 | 269.86 | 22.6319 | False | None | None | False | None | False | 6107.444534 | 0 | 3890983 | 149571 | None | code2 | 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 deleterious matter, including dressing of excavated surfaces, disposing off or leveling 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, consolidating 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 workt In all kinds of Soils. Depth upto 1.50m ( Vol.1 SR-2023-24, Item no. 1.6.1, Page No.6) | Cum | 498.52 | 498.52 | 24.518 | False | None | None | False | None | False | 12222.71336 | 0 | 3890984 | 149571 | None | code3 | 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 (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15) | Cum | 5833.92 | 5833.92 | 2.829 | False | None | None | False | None | False | 16504.15968 | 0 | 3890985 | 149571 | None | code4 | 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. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18) | Tonne | 92140.71 | 92140.71 | 0.4963 | False | None | None | False | None | False | 45729.434373 | 0 | 3890986 | 149571 | None | code5 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cement Concrete Drain Walls (PWD SR, Vol.1, 2023-24, Item no. 2.4.3, Page No.16) | Cum | 8743.68 | 8743.68 | 11.1585 | False | None | None | False | None | False | 97566.35328 | 0 | 3890987 | 149571 | None | code6 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. (PWD Vol-5 SR 2023-24, Item no. 18.3, Page No.221) | Each | 2020.86 | 2020.86 | 1.0 | False | None | None | False | None | False | 2020.86 | 0 | 3890988 | 149571 | None | code7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD Vol-1 SR 2023-24, Item no. 1.10, Page No.7) | Cum | 164.8 | 164.8 | 9.9 | False | None | None | False | None | False | 1631.52 | 0 | 3890989 | 149571 | None | code8 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.17) | Cum | 87.55 | 87.55 | 37.25 | False | None | None | False | None | False | 3261.2375 | 0 | 3890990 | 149571 | None | code9 | Compacting original ground supporting embankment 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. (PWD SR Vol.3, 2023-24, Item no. 3.7, Page No.17) | Cum | 108.15 | 108.15 | 24.3 | False | None | None | False | None | False | 2628.045 | 0 | 3890991 | 149571 | 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. (PWD Vol-III, SR 2023-24, Item no. 4.17, Page No.26) | Cum | 2635.77 | 2635.77 | 20.25 | False | None | None | False | None | False | 53374.3425 | 0 | 3890992 | 149571 | None | code11 | 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) (PWD Vol-3 SR 2023-24, ltem no. 6.8.2, IRC-37:2018 Page No.51) | Sqm | 1195.83 | 1195.83 | 81.0 | False | None | None | False | None | False | 96862.23 | 0 |
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