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| 1 | Supplying and stacking Black Stone crushed aggregates Grade – II 45mm to 63mm size on road considering nearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes.(a) Av. 0 to 5 Km. lead. |
| 2 | (b) Av. 6 to 10 Km. lead. |
| 3 | (c) Av. 11 to 15 Km. lead |
| 4 | (d) Av. 16 to 25 Km. lead |
| 5 | (e) Av. 26 to 50 Km. lead |
| 6 | (f) Av. 51 to 100 Km. lead |
| 7 | Supplying and stacking Black Trap Quarry Spall on road site with following consideringnearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes.(a) Av. 0 to 5 Km. lead. |
| 8 | (b) Av. 6 to 10 Km. lead. |
| 9 | (c) Av. 11 to 15 Km. lead |
| 10 | (d) Av. 16 to 25 Km. lead |
| 11 | (e) Av. 26 to 50 Km. lead |
| 12 | (f) Av. 51 to 100 Km. lead |
| 13 | Supplying and stacking Fine River Sand on road site with following lead consideringnearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes.(a) Av. 0 to 5 Km. lead. |
| 14 | (b) Av. 6 to 10 Km. lead. |
| 15 | (c) Av. 11 to 15 Km. lead |
| 16 | (d) Av. 16 to 25 Km. lead |
| 17 | (e) Av. 26 to 50 Km. lead |
| 18 | (f) Av. 51 to 100 Km. lead |
| 19 | Supplying and stacking Coarse River Sand on road site with following lead consideringnearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes.(a) Av. 0 to 5 Km. lead. |
| 20 | (b) Av. 6 to 10 Km. lead. |
| 21 | (c) Av. 11 to 15 Km. lead |
| 22 | (d) Av. 16 to 25 Km. lead |
| 23 | (e) Av. 26 to 50 Km. lead |
| 24 | (f) Av. 51 to 100 Km. lead |
| 25 | Supplying and stacking Granular Materials or Hard Murrum on road site with following lead consideringnearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes. (a) Av. 0 to 5 Km. lead. |
| 26 | (b) Av. 6 to 10 Km. lead. |
| 27 | (c) Av. 11 to 15 Km. lead |
| 28 | (d) Av. 16 to 25 Km. lead |
| 29 | (e) Av. 26 to 50 Km. lead |
| 30 | (f) Av. 51 to 100 Km. lead |
| 31 | Supplying and stacking Murrum/Blindage materialson road site with following lead consideringnearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes.(a) Av. 0 to 5 Km. lead. |
| 32 | (b) Av. 6 to 10 Km. lead. |
| 33 | (c) Av. 11 to 15 Km. lead |
| 34 | (d) Av. 16 to 25 Km. lead |
| 35 | (e) Av. 26 to 50 Km. lead |
| 36 | (f) Av. 51 to 100 Km. lead |
| 37 | Supplying and stacking Black Stone Crushed aggregates on road site with following consideringnearest quarry for each N.H. length incl. loading & unloading stacking & filling the boxes.(i)Stone crusher dust / Aggregate below 5.6 mm (a) Av. 0 to 5 Km. lead. |
| 38 | (b) Av. 6 to 10 Km. lead. |
| 39 | (c) Av. 11 to 15 Km. lead |
| 40 | (d) Av. 16 to 25 Km. lead |
| 41 | (e) Av. 26 to 50 Km. lead |
| 42 | (f) Av. 51 to 100 Km. lead |
| 43 | (ii) Aggregate 6 mm size(a) Av. 0 to 5 Km. lead. |
| 44 | (b) Av. 6 to 10 Km. lead. |
| 45 | (c) Av. 11 to 15 Km. lead |
| 46 | (d) Av. 16 to 25 Km. lead |
| 47 | (e) Av. 26 to 50 Km. lead |
| 48 | (f) Av. 51 to 100 Km. lead |
| 49 | (iii)5 to 10 mm size: (a) Av. 0 to 5 Km. lead. |
| 50 | (b) Av. 6 to 10 Km. lead. |
| 51 | (c) Av. 11 to 15 Km. lead |
| 52 | (d) Av. 16 to 25 Km. lead |
| 53 | (e) Av. 26 to 50 Km. lead |
| 54 | (f) Av. 51 to 100 Km. lead |
| 55 | (iv) 0.09 to 13.2 mm Size:(a) Av. 0 to 5 Km. lead. |
| 56 | (b) Av. 6 to 10 Km. lead. |
| 57 | (c) Av. 11 to 15 Km. lead |
| 58 | (d) Av. 16 to 25 Km. lead |
| 59 | (e) Av. 26 to 50 Km. lead |
| 60 | (f) Av. 51 to 100 Km. lead |
| 61 | (v) 10 to 25 mm size: (a) Av. 0 to 5 Km. lead. |
| 62 | (b) Av. 6 to 10 Km. lead. |
| 63 | (c) Av. 11 to 15 Km. lead |
| 64 | (d) Av. 16 to 25 Km. lead |
| 65 | (e) Av. 26 to 50 Km. lead |
| 66 | (f) Av. 51 to 100 Km. lead |
| 67 | (vi) 25 to 37.5 mm size: (a) Av. 0 to 5 Km. lead. |
| 68 | (b) Av. 6 to 10 Km. lead. |
| 69 | (c) Av. 11 to 15 Km. lead |
| 70 | (d) Av. 16 to 25 Km. lead |
| 71 | (e) Av. 26 to 50 Km. lead |
| 72 | (f) Av. 51 to 100 Km. lead |
| 73 | (viii) 22.4 to 53 mm size: (a) Av. 0 to 5 Km. lead. |
| 74 | (b) Av. 6 to 10 Km. lead. |
| 75 | (c) Av. 11 to 15 Km. lead |
| 76 | (d) Av. 16 to 25 Km. lead |
| 77 | (e) Av. 26 to 50 Km. lead |
| 78 | (f) Av. 51 to 100 Km. lead |
| 79 | Spreading the murrum, coarse sand, fine sand, granular materials on road site in required layers as per the instruction of the Engineer – in – charge. |
| 80 | Spreading the black trap quarry spalls, hand broken metal, crushed metal etc. on road site in required layers as per the instruction of the Engineer – in – charge. |
| 81 | Wet Mix Macadam (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) (i) For NH - 927K For Km. 0/000 to 64/900 |
| 82 | (ii) for NH - 151K For Km. 0/000 to 45/400 |
| 83 | (iii) for NH - 151AD For Km. 0/000 to 66/000 |
