Revamping Of Verandah And Reconstruction Of Road Near Old And New Wax Godown For Operational Requirement At Digboi Refinery Revamping Of Verandah And Reconstruction Of Road Near Old And New Wax Godown For Operational Requirement At Digboi Refinery
Tender Overview
Project Description
Revamping Of Verandah And Reconstruction Of Road Near Old And New Wax Godown For Operational Requirement At Digboi Refinery Revamping Of Verandah And Reconstruction Of Road Near Old And New Wax Godown For Operational Requirement At Digboi Refinery
BOQ
| Sl. No. | Item Description |
| 1 | Re-construction of verandah and road |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (Zone-III) dervied from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 10 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 15 | Thermo-Mechanically Treated bars. |
| 16 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. |
| 17 | Supplying and stacking at site: |
| 18 | 90 mm to 45 mm size stone aggregate. |
| 19 | 63 mm to 45 mm size stone aggregate. |
| 20 | 53 mm to 22.4 mm size stone aggregate. |
| 21 | Stone screening 13.2 mm nominal size (Type A). |
| 22 | Moorum. |
| 23 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
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