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| 1 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 2 | Granular Sub-Base with Coarse Graded Material (Table:- 400.1) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.4-53) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 4 | Brick edging on both side of the road of M-150 bricks 8cm. (3\") wide and 12cm (4½\") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treatedcleaned by air compressoras per Technical Specification Clause 503 |
| 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (VG-10) bitumento 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 clauses 508. |
| 8 | Providing, laying seal coat by means with VG-10 Bitumen sealing the void in a bituminous surface laid to the specified levels grade cross fall usingType C as per Technical specification clauses 510. |
| 9 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. |
| 10 | Supply & Laying of 350mm dia NP-3 HP and their cartage etcincluding cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. |
| 11 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work in Foundation and floors including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. |
| 12 | Class 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P required for proper completion of work including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and approved drawings. |
| 13 | Providing and Laying GSB Filling below H.P. including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges |
| 14 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing Ch- 13 Si No- 1 including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. |
| 15 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.Ch-5 SI No-4.1.4. including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. |
| 16 | Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment |
