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| 1 | Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5 |
| 2 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 3 | Providing, laying and spreading on a prepared sub grade, adding cement @ 2%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of sub base. |
| 4 | Providing, laying and spreading on a prepared sub base, adding cement @ 4%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of base. |
| 5 | Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of MORD data book |
| 6 | Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per Technical Specification Clause 508 |
| 7 | Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C as per Technical Specification Clause 510 |
| 8 | Constn. Of patri both side of road with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1 |
| 9 | Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. |
| 10 | PC.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work |
| 11 | Supply of 600mm. Dia pipe. |
| 12 | Laying of 600mm. Dia pipe. |
| 13 | M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work |
| 14 | Struck cement pointing in 1:3 cement fine sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work.(Flus Pointing) |
| 15 | 12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand . |
| 16 | Painting Roofs or others work in one coat coat of ready mixed paint primer one coat coat of appproved paint(british ,Antisol) including supply of all materials laboure tools and plantsetx required for proper complition of the work As per direction of E/I. SI N0 04 |
| 17 | Colour washing one coat using approved colouring materials of buff,blue,gray or broun shade including supply of all materials labour tools and plants etc. required for proper completion of the work. |
| 18 | Constn. Of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Please Enable Macros to View BoQ information |
