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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 |
| 2 | (a) Av. 0 to 5 Km. lead. |
| 3 | (b) Av. 6 to 10 Km. lead. |
| 4 | (c) Av. 11 to 20 Km. lead |
| 5 | (d) Av. 21 to 40 Km. lead |
| 6 | (e) Av. 41 to 60 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 |
| 8 | (a) Av. 0 to 5 Km. lead. |
| 9 | (b) Av. 6 to 10 Km. lead. |
| 10 | (c) Av. 11 to 20 Km. lead |
| 11 | (d) Av. 21 to 40 Km. lead |
| 12 | (e) Av. 41 to 60 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. |
| 14 | (a) Av. 0 to 5 Km. lead. |
| 15 | (b) Av. 6 to 10 Km. lead. |
| 16 | (c) Av. 11 to 20 Km. lead |
| 17 | (d) Av. 21 to 40 Km. lead |
| 18 | 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. |
| 19 | (a) Av. 0 to 5 Km. lead. |
| 20 | (b) Av. 6 to 10 Km. lead. |
| 21 | (c) Av. 11 to 20 Km. lead |
| 22 | (d) Av. 21 to 40 Km. lead |
| 23 | 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. |
| 24 | (a) Av. 0 to 5 Km. lead. |
| 25 | (b) Av. 6 to 10 Km. lead. |
| 26 | (c) Av. 11 to 20 Km. lead |
| 27 | (d) Av. 21 to 40 Km. lead |
| 28 | (e) Av. 41 to 60 Km. lead |
| 29 | 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. |
| 30 | (a) Av. 0 to 5 Km. lead. |
| 31 | (b) Av. 6 to 10 Km. lead. |
| 32 | 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. |
| 33 | (i)Stone crusher dust / Aggregate below 5.6 mm |
| 34 | (a) Av. 0 to 5 Km. lead. |
| 35 | (b) Av. 6 to 10 Km. lead. |
| 36 | (c) Av. 11 to 20 Km. lead |
| 37 | (d) Av. 21 to 40 Km. lead |
| 38 | (e) Av. 41 to 60 Km. lead |
| 39 | (ii) Aggregate 6 mm size |
| 40 | (a) Av. 0 to 5 Km. lead. |
| 41 | (b) Av. 6 to 10 Km. lead. |
| 42 | (c) Av. 11 to 20 Km. lead |
| 43 | (d) Av. 21 to 40 Km. lead |
| 44 | (e) Av. 41 to 60 Km. lead |
| 45 | (iii)5 to 10 mm size: |
| 46 | (a) Av. 0 to 5 Km. lead. |
| 47 | (b) Av. 6 to 10 Km. lead. |
| 48 | (c) Av. 11 to 20 Km. lead |
| 49 | (d) Av. 21 to 40 Km. lead |
| 50 | (e) Av. 41 to 60 Km. lead |
| 51 | (iv) 0.09 to 13.2 mm Size: |
| 52 | (a) Av. 0 to 5 Km. lead. |
| 53 | (b) Av. 6 to 10 Km. lead. |
| 54 | (c) Av. 11 to 20 Km. lead |
| 55 | (d) Av. 21 to 40 Km. lead |
| 56 | (e) Av. 41 to 60 Km. lead |
| 57 | (v) 10 to 25 mm size: |
| 58 | (a) Av. 0 to 5 Km. lead. |
| 59 | (b) Av. 6 to 10 Km. lead. |
| 60 | (c) Av. 11 to 20 Km. lead |
| 61 | (d) Av. 21 to 40 Km. lead |
| 62 | (e) Av. 41 to 60 Km. lead |
| 63 | (vI) 25 to 37.5 mm size: |
| 64 | (a) Av. 0 to 5 Km. lead. |
| 65 | (b) Av. 6 to 10 Km. lead. |
| 66 | (c) Av. 11 to 20 Km. lead |
| 67 | (d) Av. 21 to 40 Km. lead |
| 68 | (e) Av. 41 to 60 Km. lead |
| 69 | (viii) 22.4 to 53 mm size: |
| 70 | (a) Av. 0 to 5 Km. lead. |
| 71 | (b) Av. 6 to 10 Km. lead. |
| 72 | (c) Av. 11 to 20 Km. lead |
| 73 | (d) Av. 21 to 40 Km. lead |
| 74 | (e) Av. 41 to 60 Km. lead |
| 75 | Spreading the murrum, coarse sand, fine sand, granular materials on road site in required layers as per the instruction of the Engineer – in – charge. |
| 76 | Spreading the black trap quarry spalls, hand broken metal, crushed metal etc. on road site in required layers including consolidation as per the instruction of the Engineer – in – charge. |
| 77 | Rolling and consolidation of soling including filling in depression which occur during the process, with power roler 8 tonne to 12 tonne. |
| 78 | 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.) |
| 79 | Providing, laying spreading and compacting black stone crushed aggregates of specific sizes to 75 mm thick compacted W.B.M. specification incl. spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonne in stages for proper grade and camber, applying and brooming requisite type of screening / binding materials (grit) to fill up the interstices of coarse aggregates, watering and rolling making necessary earthen bunds to protect edge, lighting guarding, barricading and maintenance of diversion etc. complete Grade – II W.B.M. (45 mm to 63 mm size metal) by manual means. |
| 80 | Providing, laying, spreading and compacting specified G.S.B. close graded (C.B.R. not less than 30 %) or any other course materials in sub grade incl. carriage of material spreading in uniform layers with manually on a prepared base and compacting with power road roller to achieve the density including all materials, labour and lighting, guarding, barricading including maintenance of diversion etc. complete. |
| 81 | I/we am/are willing to carry out the work at ………………….% Above/Below (Should be written in figures and words) of the Estimated rates mentioned above, amount of my/our tender works out as under. |
