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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.RCD 2.03 (i) (A) |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 RCD 3.18 (ii) |
| 3 | Construction of granularsub-base by providing close graded material,spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory roller to achievethe desired density, complete as per clause 401. Grading -1 MaterialRCD 4.01 B(i) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) BCD 5.3.1.1 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete BCD 5.3.17.1 |
| 6 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight RCD 14.17 (IV) |
| 7 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.+Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) BCD 5.1.1 |
| 8 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) BCD 5.1.10 |
| 9 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. BCD 5.6.3 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) BCD 5.3.1.1 |
| 11 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.28 |
| 12 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.31 |
| 13 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.BCD 5.7.12 |
| 14 | Labour laying, fitting and fixing NP2 hume pipes wit collars in line , level and grade, as well as providing appovd jointing mateials and joints properly filled to make them water proof, all complete as p specificaion an ddirection of E/I. WRD 7.6.1.3 |
| 15 | Supplying NP2 hume pipe dia -do-do- all complete as per specification and direction of E/I SLNO 16 (M300 PAGE-83 RCD |
| 16 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) BCD 5.1.8 |
| 17 | Carriage of materials Cement |
| 18 | Stone Chips |
| 19 | Stone Metals |
| 20 | Boulder |
| 21 | BrickS |
| 22 | 600mm dia HP |
| 23 | Add 18% for G.S.T. |
| 24 | Labour Cess Please Enable Macros to View BoQ information |
