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| 1 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 3 | Providing & laying spreading and compacting stone aggregates of 45-63 mm to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with three wheel 80-100 kn static roller in stages to proper grade & camber , applying and brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 2 as per technical Specification Clause 405. |
| 4 | Providing & laying spreading and compacting stone aggregates of 22.4-53 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with three wheel 80-100 kn static roller in stages to proper grade & camber , applying and brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. |
| 5 | Providing & laying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg./sqm using mechanical means.As per technical Specification Clause 402. |
| 6 | Brick edging on both side of the road withStraight overburnt bricks 8 cm. wide and 12 cm.deep laid with mud mortar including labour ands/o brick finished to required template and inproper alignment and also including dressingand ramming the excavated earth as perdirection of Engineer-in-charge. |
| 7 | Providing and applying tack coat with (RS-1) Bitumen Emulsion using distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course 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 grades to be followed by seal coat of Type C as per Technical Specification Clause 508. |
| 9 | 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 |
| 10 | Construction of Patri with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 |
| 11 | Earth work in excavation in foundation in ordinary soil (loam clay or sand) si no 251 |
| 12 | Concrete with R40 Gauge brick ballast N40fine sand of 1.25 FM & cement in proportion 8:4:1 in foundation and floors si |
| 13 | Supply and laying dry brick ballast (OBB) under and half round of the pipe |
| 14 | M15 Brick work in 1:4 one cement and Three corse sand mortar including supply of all materials, labour & tool & plants etc. AS PER SI NO 305b |
| 15 | Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 16 | Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work. SI NO. 574 |
| 17 | 12mm thick in 1:3 cement and C sand plaster si no.583 |
| 18 | finishing wall with water proof cement paint etc si no 660 Please Enable Macros to View BoQ information |
