| 1710565939000 | 1 | None | None | Other Works | Construction of Road in front of Mohammed house Sector no. 2 of Ward No. 26, Belagavi | 840438.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3114516 | 107022 | None | I.No. 5.3 502 A, Vol-3, SR 2023-24 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. | Cum | 12.6 | 12.6 | 520.0 | False | None | None | False | None | False | 6552.0 | 0 | | 3114517 | 107022 | None | I.No. 5.6 504 (i),C Vol-3 SR 2023-24 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7835.1 | 7835.1 | 9.7 | False | None | None | False | None | False | 76000.47 | 0 | | 3114518 | 107022 | None | I.No. 5.31 Vol-3, S.R. 2023.24 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 15.6 | False | None | None | False | None | False | 166289.76 | 0 | | 3114519 | 107022 | None | I. No. 3.6 305, Vol-3, SR 2023-24 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 7.8 | False | None | None | False | None | False | 4037.67 | 0 | | 3114520 | 107022 | None | I. No. 8.15 803, Vol-3, SR 2023-24 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Cum | 556.5 | 556.5 | 26.0 | False | None | None | False | None | False | 14469.0 | 0 | | 3114521 | 107022 | None | I.No 2.10 B Vol 3 SR 2023-24) | 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 scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Rubble stone masonry in cement mortar. Item NO 2.10 B Vol 3 SR 2023-24) | Cum | 640.5 | 640.5 | 8.2 | False | None | None | False | None | False | 5252.1 | 0 | | 3114522 | 107022 | None | I.No.1.4.1 Vol-1 SR 2023-24 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 (I.No.1.4.1, Vol-1, SR 2023-24) | Cum | 266.8 | 266.8 | 86.13 | False | None | None | False | None | False | 22979.484 | 0 | | 3114523 | 107022 | None | I.No. 1.9, Vol-1, S.R. 2023-24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.( I.No. 1.9, Vol-1, S.R. 2023-24 | Cum | 279.3 | 279.3 | 67.93 | False | None | None | False | None | False | 18972.849 | 0 | | 3114524 | 107022 | None | I.No. 1.1B, Vol-3, S.R. 2023-24 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 10 m3) ( I.No. 1.1B, Vol-3, S.R. 2023-24) (99.63-83.75) | Cum | 124.95 | 124.95 | 26.39 | False | None | None | False | None | False | 3297.4305 | 0 | | 3114525 | 107022 | None | I. No. 1.4(i)A, Vol-3, SR 2023-24 | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 10 km = 100 t.km ( I. No. 1.4(i)A, Vol-3, SR 2023-24) | T.Km | 12.6 | 12.6 | 33.79 | False | None | None | False | None | False | 425.754 | 0 | | 3114526 | 107022 | None | I.No.2.1.4, Vol-1, SR 2023-24 | 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 20 mm nominal size graded crushed coarse aggregates (I.No.2.1.4, Vol-1, SR 2023-24) | Cum | 6527.85 | 6527.85 | 0.34 | False | None | None | False | None | False | 2219.469 | 0 | | 3114527 | 107022 | None | I.No.2.4.2 Vol-1, SR 2023-24 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I.No.2.4.2 Vol-1, SR 2023-24) ( with form works 35% ) | Cum | 8962.85 | 8962.85 | 16.97 | False | None | None | False | None | False | 152099.5645 | 0 | | 3114528 | 107022 | None | I.No.2.4.2 Vol-1, SR 2023-24 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I.No.2.4.2 Vol-1, SR 2023-24) ( without form works) | Cum | 6639.15 | 6639.15 | 2.14 | False | None | None | False | None | False | 14207.781 | 0 | | 3114529 | 107022 | None | I.No.11.32, Vol-2, SR 2023-24 | 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 (I.No.2.11 (h), Vol-1, SR 2023-24) | Tonne | 82961.55 | 82961.55 | 1.69 | False | None | None | False | None | False | 140205.0195 | 0 | | 3114530 | 107022 | None | I.No.16.1.2 , , Vol-5 SR 2023-24 | 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. 150 mm dia. pipes (I.No.16.1.2 , Vol-5 SR 2023-24) | m | 610.05 | 610.05 | 4.5 | False | None | None | False | None | False | 2745.225 | 0 | | 3114531 | 107022 | None | I.No.16.3.2 , , Vol-5 SR 2023-24 | 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. | m | 1398.6 | 1398.6 | 60.0 | False | None | None | False | None | False | 83916.0 | 0 | | 3114532 | 107022 | None | I.No 16.46.1, Vol-5 SR 23-24 | 16.41 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.Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame | Each | 26248.95 | 26248.95 | 4.0 | False | None | None | False | None | False | 104995.8 | 0 | | 3114533 | 107022 | None | I.No.4.1 (ii), Vol-3 SR 2023-24 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -II Material (I.No.4.1 (ii), Vol-3) | Sqm | 2688.0 | 2688.0 | 8.1 | False | None | None | False | None | False | 21772.8 | 0 |
|