Public Works Department-PWD has published Providing And Laying Rbm Filling, Wbm Gr-Ii, Wbm Gr-Iii, 50Mm Thick Bm And 25Mm Thick Ogpc On Approach Road From Mini Township Jagti Via Filtration Plant Up To Creamation Ground Boq. Submission Date for this Tender is 07-03-2022. Road Work Tenders in Jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Supplyincludingdigging,carryingbylorry,fillingRiverBed Material mixed with coarse sand andround nallah shingle 75mm as per lines, cross sections, grade and camber, including watering &consolidation in layerswith 8-10TonPower Roller Complete ( Finished work including material and labour) |
| 2 | Providing and laying water bound macadam with spcified stone aggregate, stone screening and binding material, incl.sorting spreading to template and consolidation with Power Road Roller 8 to 10 tonne capacity |
| 3 | Base course with 63mm to 45mm size including stonescreening 13.2mm size (150mm thick)hand broken ( Finished work including material and labour) |
| 4 | Base course with 53mm to 22.4mm size including stone screening 11.20mm size (75mm thick)hand broken ( Finished work including material and labour) |
| 5 | Making up loss of material. Irregularities on shoulders to the design level by adding fresh approved soil/RBM/Granular materialhaving very good drainage proporties andcompacting it withappropritate equipment including all leads, lifts and carriagesand cost of all material complete Job.(upto 1mtr widthandminimum avg. depth of 0.15mtr) |
| 6 | 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 cost of priming coat/tack and filling patches /pot holes with BUSG/BM in required level and grade, roling with road roller 8 to 10 tonee capacity to achieve the required compaction and density |
| 7 | Providingandlayingof 25mm thick open graded premix carpetwith specified graded stone aggregatesfor wearing courseincluding loading of aggregateswith FE loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippersto paver atsite of work and laying the mixed material with mechanical paver finisher to the required level and grade,rolling with power road roller to achieve the desired density andcompactionincluding cost of priming coat/ tack coat , and finally finish the surface with seal coat( Bitumen used shall be VG-30 and grading of mix shall be as per the relevant clause of MORT&H) All completeincluding cost of bitumen and all sort of Taxes |
| 8 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. |
| 9 | Stone agg. above40mm nominal size for an average distance of 15 Km. |
| 10 | Stone agg. below40mm nominal size/Sand /Sereening /Dust for an average distance of 15 Km |
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