Road And Building Department-RBD has published Tender For Restoration Of Roads Under The Jurisdiction Of Pmgsy Division Doda On Emergency Basis I.E (Motorable Paths Only) By Way Of Snow Clearance, Filling Of Ruts Etc Likely To Be Damaged During Financial Year 2024-25. Submission Date for this Tender is 29-04-2024. Road Repair Tenders in doda Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Slip Clearance |
| 2 | In ordinary soils disposal |
| 3 | In soils; mixed with moorum/Kankar/ shingle/ boulders; disposal |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 5 | In medium hard rocks ; by blasting |
| 6 | In hard rocks; by blasting |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottomsincluding getting out excavated earth and disposal of surplus excavated earth as directed, with in a lead of 50 metres. |
| 8 | All kinds of soil |
| 9 | Ordinary Rock |
| 10 | Hard Rock (Requiring Blasting ) |
| 11 | Hard Rock (Blasting prohibited ) |
| 12 | Earthwork excavation by Mechanical means (Hydraulic erxcavator) over areas (exceeding 30 cm depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 mtrs and lift upto 1.5mtrs, as directed by the Engineering Incharge. |
| 13 | All kinds of soil |
| 14 | Ordinary Rock |
| 15 | Hard Rock (Requiring Blasting ) |
| 16 | Hard Rock (Blasting prohibited ) |
| 17 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah) |
| 18 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 19 | Dumping of stones including cost of stones in horizontal on level. |
| 20 | Dumping of stone excluding cost of stones in Horizontal on level |
| 21 | Hand Packed stone filling in wire crates including cost of nallah stone and excluding cost of crates |
| 22 | Special Labour engaged for removing of unhygenic matrial from drains and culverts. |
| 23 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder. |
| 24 | 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 25 | Clearing Snow (without frost) from Roads, manually/mechanically |
| 26 | Snow depth upto 150 mm |
| 27 | Snow depth over 150 mm but upto 250mm |
| 28 | Snow depth over 250 mm but upto 350mm |
| 29 | Snow depth over 350 mm but upto 450mm |
| 30 | Snow depth over 450 mm but upto 550mm |
| 31 | Snow depth over 550 mm but upto 650mm |
| 32 | Snow depth over 650 mm but upto 750mm |
| 33 | Snow depth over 750 mm but upto 850mm |
| 34 | Snow depth over 850 mm but upto 950mm |
| 35 | Snow depth over 950 mm but upto 1050mm |
| 36 | Snow depth over 1050 mm but upto 1150mm |
| 37 | Snow depth over 1150 mm but upto 1250mm |
| 38 | Clearing snow (with frost) from roads manually /mechanically using picks and shovles snow depth upto 150mm |
| 39 | Carriage of Matierial By Mechanical Transport including loading, unloading and stacking |
| 40 | Carriage of Stone aggregate (Below 40 mm) avg. lead of 40 km. |
| 41 | Carriage of Sand avg. lead of 40 km. |
| 42 | Carriage of Excavated Earth/slipsavg. lead of 01 km. |
| 43 | Carriage of Stone avg. lead of 05 km. |
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