1718877464000 | 0 | None | None | Other Works | Providing & Laying of UGD line and construction of Chamber near Koulpeth Kouje chawl at ward no 56 | 1038212.61 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3318082 | 116061 | None | Volume 3, Pg no 10, I No 2.8a | 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 | 754.95 | 754.95 | 21.26 | False | None | None | False | None | False | 16050.237 | 0 | 3318083 | 116061 | None | Volume 5, Pg no 184, I No 1.4 | Earth work excavation for pipeline trenches in all kinds of soils 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 etc., and all other appurtenances complete in the following strata. all kinds of soils Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 347.55 | 347.55 | 425.25 | False | None | None | False | None | False | 147795.6375 | 0 | 3318084 | 116061 | None | Volume 5, Pg no 188, I No 16.3.2 | 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. | Rmtr | 1398.6 | 1398.6 | 157.5 | False | None | None | False | None | False | 220279.5 | 0 | 3318085 | 116061 | None | Volume 5, Pg no 185, I No 16.4.2 | Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 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). 300 mm dia. | Rmtr | 262.5 | 262.5 | 157.5 | False | None | None | False | None | False | 41343.75 | 0 | 3318086 | 116061 | None | Volume 1, Pg no 7, I No 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 | Cum | 168.0 | 168.0 | 418.71 | False | None | None | False | None | False | 70343.28 | 0 | 3318087 | 116061 | None | Volume 5, Pg no 201, I No 16.40 | 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. , 1.80M depth & Medium duty SFRC cover & frame | Each | 44135.49 | 44135.49 | 4.0 | False | None | None | False | None | False | 176541.96 | 0 | 3318088 | 116061 | None | Volume 5, Pg no 201, I No 16.40 | 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. , 2.10M depth & Medium duty SFRC cover & frame | Each | 51363.17 | 51363.17 | 3.0 | False | None | None | False | None | False | 154089.51 | 0 | 3318089 | 116061 | None | Volume 5, Pg no 201, I No 16.40 | 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. , 3.00M depth & Medium duty SFRC cover & frame | Each | 74631.9 | 74631.9 | 2.0 | False | None | None | False | None | False | 149263.8 | 0 | 3318090 | 116061 | None | Volume 3, Pg no 26, I No 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. | Cum | 2686.95 | 2686.95 | 14.18 | False | None | None | False | None | False | 38100.951 | 0 | 3318091 | 116061 | None | Volume 3, Pg no 17, I No 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 3.94 | False | None | None | False | None | False | 351.645 | 0 | 3318092 | 116061 | None | Volume 1, Pg no 5, I No 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. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 3.94 | False | None | None | False | None | False | 1001.154 | 0 | 3318093 | 116061 | None | Volume 1, Pg no 15, I No 2.1.3 | 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 | Cum | 6288.45 | 6288.45 | 0.53 | False | None | None | False | None | False | 3332.8785 | 0 | 3318094 | 116061 | None | Volume 1, Pg no 16, I No 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 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 | Cum | 6652.8 | 6652.8 | 1.65 | False | None | None | False | None | False | 10977.12 | 0 | 3318095 | 116061 | None | Volume 1, Pg no 18, I No 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 | Tonne | 82961.55 | 82961.55 | 0.07 | False | None | None | False | None | False | 5807.3085 | 0 | 3318096 | 116061 | None | Volume 1, Pg no 111, I No 4 | Additionalities for Formwork, Centering & Scaffolding for structures finished rate of concrete per m3 35% Cement Concrete Drains | Cum | 2328.48 | 2328.48 | 1.26 | False | None | None | False | None | False | 2933.8848 | 0 |
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