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| 1 | Constn. Of embankment with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 |
| 2 | Providing, laying and spreading materials on a prepared sub grade, adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 3 | Providing, laying and spreading materials on a prepared sub base, cement @ 4% by weight to the spread materials manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 4 | Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5. |
| 5 | 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 |
| 6 | Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C 6.7mm grit as per Technical Specification Clause 510 |
| 7 | 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 |
| 8 | 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. |
| 9 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803, 1202 & 1203 |
| 10 | Supply of 600mm. Dia pipe. |
| 11 | Laying of 600mm. Dia pipe |
| 12 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work |
| 13 | Struck cement pointing in 1:2 cement sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work. |
| 14 | 12mm.thick plaster with cement mortar in proportion of 1:2 cement and c.sand complete work. |
| 15 | Painting roofs of other work in one coat of ready mixed paint priper one coat of approved paint (British , Asian) including supply of all materials labour tools and plants etc. Required for proper completion of the work. As per direction of E./I. S.I.NO. 04 |
| 16 | Providing and laying cement concrete in 1:2:4 cement c. Sand and 20mm. Nominal size of grit S.I. No. 279(b) |
| 17 | Colour washing one coat using including supply of all materials labour tools and plants etc. Required for proper completion of the work. As per direction of E./I. |
| 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 Technical specification clause 303.1 Please Enable Macros to View BoQ information |
