| 1727092279000 | 0 | None | None | Other Works | Laying of UGD From Nasir Sound System to Subhas road, Paver Implementation at Tadakoda oni, Open drain and CD Construction at Pendar oni in W No.14 Dharwad Division | 2267016.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4058775 | 157697 | None | 2.8ii a | 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 By Mechanical Means Cement Concrete Grade M-15 & M-20 (PWD SR 2023-24 P.No.10/2.8ii a(Volume-3)
| Cum | 754.95 | 754.95 | 3.23 | False | None | None | False | None | False | 2438.4885 | 0 | | 4058776 | 157697 | None | 1.19.1 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.(PWD SR 2023-24 P.No.10/1.19.1(Volume-1)
| Cum | 476.7 | 476.7 | 311.08 | False | None | None | False | None | False | 148291.836 | 0 | | 4058777 | 157697 | None | 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar 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 P No.5/I No.1.4.1(Volume-1)
| Cum | 254.1 | 254.1 | 20.15 | False | None | None | False | None | False | 5120.115 | 0 | | 4058778 | 157697 | None | 16.1.7 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 230mm dia pipe (Water supply and UGD works common rates SR 2023-24 P.No.184/16.1.7)
| Rmtr | 926.1 | 926.1 | 230.0 | False | None | None | False | None | False | 213003.0 | 0 | | 4058779 | 157697 | None | 16.15.3 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.2 M depth & SFRC cover & frame(Water supply and UGD works common rates SR 2023-24 P.No.192/16.15.3)
| Nos | 32938.5 | 32938.5 | 4.0 | False | None | None | False | None | False | 131754.0 | 0 | | 4058780 | 157697 | None | 16.15.9 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.8 M depth & SFRC cover & frame(Water supply and UGD works common rates SR 2023-24 P.No.192/16.15.9)
| Nos | 47132.4 | 47132.4 | 1.0 | False | None | None | False | None | False | 47132.4 | 0 | | 4058781 | 157697 | None | 10.1.11 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 250mm dia., 6 kg/sqcm & class 3 (Water supply and UGD works common rates SR 2023-24 P.No.113/10.1.11)
| Rmtr | 1517.25 | 1517.25 | 26.0 | False | None | None | False | None | False | 39448.5 | 0 | | 4058782 | 157697 | None | 16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover(Water supply and UGD works common rates SR 2023-24(P.No.191/16.9)
| Each | 5726.7 | 5726.7 | 3.0 | False | None | None | False | None | False | 17180.1 | 0 | | 4058783 | 157697 | None | 16.14 | Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores.(Water supply and UGD works common rates SR 2023-24(P.No.191/16.14)
| Set | 424.2 | 424.2 | 3.0 | False | None | None | False | None | False | 1272.6 | 0 | | 4058784 | 157697 | None | 1.10 | 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 SR 2023-24 P.No.7/1.10 (Volume-1)
| Cum | 168.0 | 168.0 | 247.53 | False | None | None | False | None | False | 41585.04 | 0 | | 4058785 | 157697 | None | 2.1.4 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed gradedcoarse 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-Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 P No.15/I No.2.1.4(Volume-1)
| Cum | 6527.85 | 6527.85 | 6.16 | False | None | None | False | None | False | 40211.556 | 0 | | 4058786 | 157697 | None | 1.8 | 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.(PWD SR 2023-24 P.No.7/1.8(Volume-1)
| Cum | 497.7 | 497.7 | 11.7 | False | None | None | False | None | False | 5823.09 | 0 | | 4058787 | 157697 | None | 4.17 | 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 SR 2023-24(Page.26/Sl No.4.17 ( Volume-3)
| Cum | 2686.95 | 2686.95 | 42.3 | False | None | None | False | None | False | 113657.985 | 0 | | 4058788 | 157697 | None | 6.8.2 | 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 SR 2023-24 P.No.51/6.8.2(Volume-3)
| Sqm | 1121.4 | 1121.4 | 423.75 | False | None | None | False | None | False | 475193.25 | 0 | | 4058789 | 157697 | None | 10.16 | Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) (PWD SR 2023-24 P.No.95/10.16(Volume-3)
| Sqm | 508.2 | 508.2 | 60.75 | False | None | None | False | None | False | 30873.15 | 0 | | 4058790 | 157697 | None | 16.28 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 14-days, 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.(PWD SR 2023-24 V-3 (P.No.149/I.No.16.28)
| Cum | 7091.7 | 7091.7 | 15.0 | False | None | None | False | None | False | 106375.5 | 0 | | 4058791 | 157697 | None | 9.4 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge.(PWD SR 2023-24 P.No.59/9.4(Volume-2)
| Cum | 6999.3 | 6999.3 | 81.84 | False | None | None | False | None | False | 572822.712 | 0 | | 4058792 | 157697 | None | 2.4.2 | 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 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.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD SR 2023-24 P-17 I.No.2.4.2)
| Cum | 6639.15 | 6639.15 | 3.76 | False | None | None | False | None | False | 24963.204 | 0 | | 4058793 | 157697 | None | 2.4.2 | 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 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.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD SR 2023-24 P-17 I.No.2.4.2) Appendix I Additionalities for Formwork, Centering & Scaffolding For Concrete Drains (SL No-4)(PWD SR 2023-24 P.No.111(Volume-1)(35%)
| Cum | 8962.85 | 8962.85 | 5.99 | False | None | None | False | None | False | 53687.4715 | 0 | | 4058794 | 157697 | None | 2.4.3 | 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 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD SR 2023-24 P-17 I.No.2.4.3)Appendix I Additionalities for Formwork, Centering & Scaffolding CD Slab (SR 2023-24 P.No.111(Volume-1)(25%)
| Cum | 8316.0 | 8316.0 | 4.09 | False | None | None | False | None | False | 34012.44 | 0 | | 4058795 | 157697 | None | 2.11h | 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 All other type of structures (PWD SR V-1 2023-24 (P.No.18/I.No.2.11h)
| Tonne | 82961.55 | 82961.55 | 1.19 | False | None | None | False | None | False | 98724.2445 | 0 | | 4058796 | 157697 | None | 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR 2023-24 P.No.13/6.2(Volume-2)
| Cum | 8376.9 | 8376.9 | 1.19 | False | None | None | False | None | False | 9968.511 | 0 | | 4058797 | 157697 | None | 8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 P.No.41/8.3.2(Volume-2)
| Sqm | 349.65 | 349.65 | 6.25 | False | None | None | False | None | False | 2185.3125 | 0 | | 4058798 | 157697 | None | 16.16.2 | Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts.(Water supply and UGD works common rates SR 2023-24 P.No.196/16.16.2(Volume-5)
| Each | 1294.65 | 1294.65 | 3.0 | False | None | None | False | None | False | 3883.95 | 0 | | 4058799 | 157697 | None | 1.1a | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 5.5 m3)(PWD SR 2023-24 P.No.5/1.1a(Volume-3)
| Cum | 141.75 | 141.75 | 334.45 | False | None | None | False | None | False | 47408.2875 | 0 |
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