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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 | Construction of granular sub-base by providing well graded,speading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavater at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. of MORD data book |
| 3 | Cement Treated Base Providing, laying and spreading materials on a prepared sub grade , adding cement @ 4% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to from a layer of sub-base |
| 4 | 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/granular surface cleaned with mechanical broom complete as per Clause 503 of MORD specification no. 5 |
| 5 | Providing and applying and rolling of open graded premix carpt 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 previouslyprepared base including wheel 80-100kn static rollercapacity finished to required level and rates to be followed by seal coat or either as per Technical Specification Clause 508 |
| 6 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 7 | Construction Of Subgrade and Earthen Shoulders (Patri) with approved material 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 1000 m. As per Technical specification clause 303.1 |
| 8 | Construction of 600mm. Dia hume pipe culvert-Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 9 | C.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work |
| 10 | Providing and Laying Reinforced Cement Concrete Pipe NP3 600 mm Dia as per design in Single Row |
| 11 | M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work |
| 12 | 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) |
| 13 | 12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand . Please Enable Macros to View BoQ information |
