| 1724316410000 | 0 | None | None | Water supply/sewage lines | Providing UGD pipe and Development of Roads and construction of Drain at ward no 21 Eshwara temple of Channarayapatna TMC Limit | 749786.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3835120 | 146267 | None | code01 | Dismantling of Structures 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(KPWD SR 2023-24 V-3 P.no:10 , I.no:2.8 (ii) A) | Cum | 740.57 | 740.57 | 15.18 | False | None | None | False | None | False | 11241.8526 | 0 | | 3835121 | 146267 | None | code02 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately . (KPWD SR 2023-24 V-3 P.no: 12, I.no: 2.19 ) | Cum | 579.89 | 579.89 | 62.0 | False | None | None | False | None | False | 35953.18 | 0 | | 3835122 | 146267 | None | code03 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps 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. Depth exceeding 1.5 m, but not exceeding 3 m(KPWD SR 2023-24 V-1 P.no: 10, I.no:1.21.2 ) | Cum | 774.56 | 774.56 | 142.91 | False | None | None | False | None | False | 110692.3696 | 0 | | 3835123 | 146267 | None | code04 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 m depth & Medium duty SFRC cover & frame(KPWD SR 2023-24 V-5 P.no: 201, I.no:16.40.2) | No | 47848.65 | 47848.65 | 1.0 | False | None | None | False | None | False | 47848.65 | 0 | | 3835124 | 146267 | None | code05 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 3.0 M depth & Medium duty SFRC cover & frame(KPWD SR 2023-24 V-5 P.no: 201, I.no:16.40.3) | No | 73210.34 | 73210.34 | 1.0 | False | None | None | False | None | False | 73210.34 | 0 | | 3835125 | 146267 | None | code06 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:Pipes of Pipes of SN 8, 200mm dia.(KPWD SR 2023-24 V-5 P.no: 114, I.no:10.2.11) | Rmtr | 1065.02 | 1065.02 | 30.0 | False | None | None | False | None | False | 31950.6 | 0 | | 3835126 | 146267 | None | code07 | 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 (KPWD SR 2023-24 V-1 P.no: 7, I.no:1.10 ) | Cum | 164.8 | 164.8 | 142.91 | False | None | None | False | None | False | 23551.568 | 0 | | 3835127 | 146267 | None | code08 | 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 (2023-24 SR V-1 It no 1.15.1 P.no 6) | Cum | 307.97 | 307.97 | 40.7 | False | None | None | False | None | False | 12534.379 | 0 | | 3835128 | 146267 | None | code09 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (2023-24 SR V-1 It no:2.1.3 P.no 15) | Cum | 6168.67 | 6168.67 | 3.66 | False | None | None | False | None | False | 22577.3322 | 0 | | 3835129 | 146267 | None | code10 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 (2023-24 SR V-1 It no:2.5.1 P.no 16) | Cum | 6828.9 | 6828.9 | 10.56 | False | None | None | False | None | False | 72113.184 | 0 | | 3835130 | 146267 | None | code11 | 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(2023-24 SR V-1 It no:2.11(h) P.no 18) | Tonne | 81381.33 | 81381.33 | 0.5305 | False | None | None | False | None | False | 43172.795565 | 0 | | 3835131 | 146267 | None | code12 | 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 inm3 2,394.00uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density(KPWD SR 2023-24 V-3 P.no: 26, I.no:4.17 ) | Cum | 2635.77 | 2635.77 | 27.19 | False | None | None | False | None | False | 71666.5863 | 0 | | 3835132 | 146267 | None | code13 | 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) (2023-24 SR V-3 It no:6.6 P.no 51). | Cum | 6977.22 | 6977.22 | 27.19 | False | None | None | False | None | False | 189710.6118 | 0 | | 3835133 | 146267 | None | code14 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (KPWD SR 2023-24 V-3 P.no: 17, I.no:3.1 ) | Cum | 87.55 | 87.55 | 40.7 | False | None | None | False | None | False | 3563.285 | 0 |
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