1722857297000 | 0 | None | None | Roads | Construction of RCC drain and Road in Shivabasava marg, Maruti mandir marg and Markandey nagar 1st main road ward no 33, Belagavi | 2974059.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3694588 | 135834 | None | I.No. 3.4 305.4.3 (ii), Vol-3 SR 2023-24 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator | Sqm | 6.2 | 6.2 | 400.0 | False | None | None | False | None | False | 2480.0 | 0 | 3694589 | 135834 | None | I.No. 4.17, Vol-3 SR 2023-24 | 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 | 3171.84 | 3171.84 | 48.0 | False | None | None | False | None | False | 152248.32 | 0 | 3694590 | 135834 | None | I.No. 5.1 502 A, Vol-3, SR 2023-24 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 50.8 | 50.8 | 320.0 | False | None | None | False | None | False | 16256.0 | 0 | 3694591 | 135834 | 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 | 9245.42 | 9245.42 | 16.0 | False | None | None | False | None | False | 147926.72 | 0 | 3694592 | 135834 | None | I.No. 5.31IRC-37:2018, 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 | 12578.33 | 12578.33 | 9.6 | False | None | None | False | None | False | 120751.968 | 0 | 3694593 | 135834 | 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 | 610.83 | 610.83 | 80.0 | False | None | None | False | None | False | 48866.4 | 0 | 3694594 | 135834 | 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 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 (Including de-watering) | Cum | 314.83 | 314.83 | 363.68 | False | None | None | False | None | False | 114497.3744 | 0 | 3694595 | 135834 | None | I.No. 1.10, Vol-1 SR 2023-24 | 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 | Cum | 198.24 | 198.24 | 121.5 | False | None | None | False | None | False | 24086.16 | 0 | 3694596 | 135834 | 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) | Cum | 147.44 | 147.44 | 242.18 | False | None | None | False | None | False | 35707.0192 | 0 | 3694597 | 135834 | 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 | 14.87 | 14.87 | 309.99 | False | None | None | False | None | False | 4609.5513 | 0 | 3694598 | 135834 | 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 | 7702.86 | 7702.86 | 35.73 | False | None | None | False | None | False | 275223.1878 | 0 | 3694599 | 135834 | 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) | Cum | 10576.17 | 10576.17 | 121.24 | False | None | None | False | None | False | 1282254.8508 | 0 | 3694600 | 135834 | 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 | 7834.2 | 7834.2 | 13.79 | False | None | None | False | None | False | 108033.618 | 0 | 3694601 | 135834 | None | I.No.2.11 (h) Vol-1, 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 | 97894.63 | 97894.63 | 5.06 | False | None | None | False | None | False | 495346.8278 | 0 | 3694602 | 135834 | 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 | 719.86 | 719.86 | 202.5 | False | None | None | False | None | False | 145771.65 | 0 |
|