1718595861000 | 0 | None | None | Roads | Construction of Box Drainge from SC Goneppan house to T.C. at Shankaranahalli village, Construction of CC road from Kokkadeshara tempel to kumbara Jayammana house at Neelagunda and Construction of CC road from Mayamma devi tempel to Obalapura Ratnammana house at Taladahalli village in Harapanahalli Taluk | 1278635.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3298347 | 114947 | None | code01 | Shankarnahalli: Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works 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 off 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 & other appurtenaces required to complete the work.PWD SR 2023-24,V-1 I.No:1.4.1P-29 | Cum | 254.1 | 254.1 | 94.01 | False | None | None | False | None | False | 23887.941 | 0 | 3298348 | 114947 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.1.3 ,P.No - 15) PCC Bed | Cum | 6288.45 | 6288.45 | 11.24 | False | None | None | False | None | False | 70682.178 | 0 | 3298349 | 114947 | None | code03 | 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 necesary, 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) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.4.1, P.No - 15) | Cum | 6724.2 | 6724.2 | 29.07 | False | None | None | False | None | False | 195472.494 | 0 | 3298350 | 114947 | None | code04 | Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works -35% (Comon SR Vol-1, S.N.2P.N. 115 vide corrizondum-3) | Cum | 2353.47 | 2353.47 | 29.07 | False | None | None | False | None | False | 68415.3729 | 0 | 3298351 | 114947 | None | code05 | Supplying, fitting and placing TMT FE 550 / 550D Steel inforcement 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. (h).All other type of structures. PWD SR 2023-24, V-1 I No.2.11(a) P-18 | Tonne | 82961.55 | 82961.55 | 2.035 | False | None | None | False | None | False | 168826.75425 | 0 | 3298352 | 114947 | None | code06 | Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2021-22,Vol-1,SI.No.1.8,P.No.7) | Cum | 497.7 | 497.7 | 15.9 | False | None | None | False | None | False | 7913.43 | 0 | 3298353 | 114947 | None | code07 | Nilagunda: Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. COMMON SR 2023-24 Pg-11, Item No.2.19 | Cum | 591.15 | 591.15 | 23.58 | False | None | None | False | None | False | 13939.317 | 0 | 3298354 | 114947 | None | code08 | Wet Mix Macadam (Plant mix method) Providing, laying, sCOMMONading and compacting graded stone aggregate to wet mix macadam specification including COMMONmixing 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 COMMONpared surface and compacting with vibratory roller to achieve the desired density.406. A (COMMON SR 2023-24.Vol-3, SL.No.4.17, Pg.No.24) | Cum | 2686.95 | 2686.95 | 23.58 | False | None | None | False | None | False | 63358.281 | 0 | 3298355 | 114947 | None | code09 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (COMMON SR 2023-24, Vol-3 Sl.No. 16.27 ,P.No - 138) | Cum | 6692.7 | 6692.7 | 35.36 | False | None | None | False | None | False | 236653.872 | 0 | 3298356 | 114947 | None | code10 | Taledahalli: Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. COMMON SR 2023-24 Pg-11, Item No.2.19 | Cum | 591.15 | 591.15 | 31.8 | False | None | None | False | None | False | 18798.57 | 0 | 3298357 | 114947 | None | code11 | Wet Mix Macadam (Plant mix method) Providing, laying, sCOMMONading and compacting graded stone aggregate to wet mix macadam specification including COMMONmixing 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 COMMONpared surface and compacting with vibratory roller to achieve the desired density.406. A (COMMON SR 2023-24.Vol-3, SL.No.4.17, Pg.No.24) | Cum | 2686.95 | 2686.95 | 31.8 | False | None | None | False | None | False | 85445.01 | 0 | 3298358 | 114947 | None | code12 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (COMMON SR 2023-24, Vol-3 Sl.No. 16.27 ,P.No - 138) | Cum | 6692.7 | 6692.7 | 47.7 | False | None | None | False | None | False | 319241.79 | 0 | 3298359 | 114947 | None | code13 | Providing Name board for the work | Nos | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
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