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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Item No.2.03) |
| 2 | 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 (Item No. BCD 5.1.1) |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material (Item No. 4.1.B (ii)) |
| 4 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. (Item No. 5.3.1.1 ) |
| 5 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. (Item No. 5.3.17.1) |
| 6 | 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) (Item No. BCD 5.1.7) |
| 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. (Item No. 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) (Item No. 5.1.10) |
| 9 | Providing Stone boulder soling in foundation…... E/I (Item No. 5.6.8) |
| 10 | Providing PCC M-150 in nominal mix of (1:2:4) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. (Item No. 7.3.4) |
| 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. (Item No. 7.4.10) |
| 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. (Item No. 7.4.13) |
| 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. (Item No. 7.5.5) |
| 14 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (Item No. 5.7.11) |
| 15 | Supplying NP3 Hume Pipe 600mm Dia (Item No. M 301) |
| 16 | Laying, fitting and fixing NP3 hume pipe 600mm dia in line level and graded as well as providing approved jointing materials and joint -do-do- all complete as per specification and direction of E/I (Item No. 7.6.2.2) |
| 17 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches 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) (Item No. 7.1.31) |
| 18 | Add Carriage of materialsCEMENT Lead |
| 19 | SAND Lead |
| 20 | STONE CHIPS Lead |
| 21 | STONE METAL Lead |
| 22 | BOULDER |
| 23 | Stone Dust |
| 24 | Hume Pipe |
| 25 | Goods and Services Tax @18% |
| 26 | Labour cess@1% Please Enable Macros to View BoQ information |
