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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.SOR SI NO. (253) ch-4 |
| 2 | Extra cost for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc.SOR SI NO. (253A) ch-4 |
| 3 | Cement Treated Sub Base Providing, laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 2% by weight to the spread Material 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. |
| 4 | Cement Treated Base Providing, laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 4% by weight to the spread Material 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. |
| 5 | Providing and applying tack coat with Bitumen (VG-10) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type C as per Technical Specification Clause 508. |
| 7 | 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 |
| 8 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m …………. the foundation trenches. (1/251 of Ch-4) |
| 9 | Providing and laying cement concrete in 1:4:8 stone aggregate 40 mm nominal size and curing complete,Including cost of form work.(3/4.1 of Ch-5) |
| 10 | Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.(4/6.8 of ch-6) |
| 11 | Providing and laying reinforced cement concrete pipe NP-3 600 mm HP for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1) |
| 12 | Providing and laying reinforced cement concrete pipe NP-3, 350 mm HP for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1) |
| 13 | Providing and laying cement concrete in 1:2:4 stone aggregate 20 mm nominal size and curing complete,Including cost of form work. On top head wall (7/4.1 of Ch-5) |
| 14 | Ruled Pointing on brick work on edge floor with cement mortar 1:2 (1 cement :2 Corse sand) 17 of ch-7 Note - GST Extra paid as per Rules.2- All rate are included 1% Labour cess that shall be deduct at the time of payment Please Enable Macros to View BoQ information |
