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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 | Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book |
| 3 | Providing, laying, spreading and compacting stone aggregate of specific size 45-63mm. to water bound macadum specification including spreading in uniform thickness hand packing Rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density Grading 2 as per Technical Specification Clause 405 of MORD data book. compacted thickness 7.50 cm. |
| 4 | Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing Rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of MORD data book. |
| 6 | 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. |
| 7 | 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 |
| 8 | Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C with 6-7mm. Graded grit and bitumen (V.G.-10) as per Technical Specification Clause 510 |
| 9 | Brick edging on both side of the S.O.B. brick 8 cm(3\\") wide and 12 cm. (4 ½) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T&P sundres required for proper completion of work S.I.NO. 765 |
| 10 | 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 |
| 11 | 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. |
| 12 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803, 1202 & 1203 |
| 13 | Supply of 600mm. Dia pipe. |
| 14 | Laying of 600mm. Dia pipe |
| 15 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work |
| 16 | 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. |
| 17 | 12mm.thick plaster with cement mortar in proportion of 1:2 cement and c.sand complete work. |
| 18 | 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 |
| 19 | Providing and laying cement concrete in 1:2:4 cement c. Sand and 20mm. Nominal size of grit S.I. No. 279(b) |
| 20 | 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. |
| 21 | 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 |
