Jammu And Kashmir State Sports Council has published Construction Of Approach Road To Water Sports Center Basholi Incl Drainage Of Water . Submission Date for this Tender is 11-08-2022. Road Work Tenders in basohli Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspitsand the like not exceeding 10 sq.m on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1.0mtr from cutting edge, disposed earth to be levelled and neatly dressed including all leads, lifts and carriages complete. |
| 2 | Providng and laying in position cement concrete of specified grade in excluding cost of centering, shuttering all work upto plinth level 1:4:8 (1 cement : 4 fine sand : 8 graded crushed 40mm agg.) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:3:6 mix(1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) (Crushed). |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring,huttering, finishing and reinforcement with.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Reinforcement for RCC work including straightening, cutting, bending placing in position and binding all complete TMT bar |
| 6 | P/L in position cement concrete of specified grade excluding the cost of centering and shuttering. All work uptp plinth level 1:2:4 stone agg 20mm nominal size 50 mm thick |
| 7 | Centering and shuttering including struting propping etc and removal of form work for foundation, footing, bases of column |
| 8 | Suspended floors, roofs , landing, balcones and acess plateform |
| 9 | Edges of slab and break in floor and wall under 20 cm wide |
| 10 | Supplying and Digging, carring by lorry,fillingGood earth as per lines cross sections, grade and camber including watering and consolidation in layers with 8-10 tonne power road roller complete (Finished work including material and labour) with carriages, lead, lifts loading and unloading complete. |
| 11 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 including all lead, lifts & carriage complete |
| 12 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base /base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including all lead, lifts & carriage complete (in layers 75mm) |
| 13 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity including all lead, lifts & carriage complete. |
| 14 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity including all lead, lifts & carriage complete |
| 15 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic meterial by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P,cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 16 | Carriage of material from source to site of work M.T including & unloading complete Sand and agg for avg of 10 km by MT |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
