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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Cement Treated Sub-BaseProviding, laying and spreading Material on a prepared sub grade, adding cement @2% by weight to the spread Material manually, mixed in place with rotavator and comacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 3 | Cement Treated BaseProviding, laying and spreading Material on a prepared sub base, cement @ 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 uncomfired compressive strength and to form a layer of base. |
| 4 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer/ Bituminous surface as per Technical Specification Clause 503. |
| 5 | 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 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 (By Manual Means) |
| 6 | Providing and laying Type \\"C\\" seal coat by manual means with VG-10 sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 ( By Manual Means) |
| 7 | Brick Soling laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kN as per Technical Specification clause 412. |
| 8 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing etc. |
| 9 | Ordinary Km Stone |
| 10 | Hectometer Stone |
| 11 | Supply of Informatory sign Board Size 4*X3, Inaugration etc. |
| 12 | Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.9) |
| 13 | IInd Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.9) |
| 14 | IIIrd Year Maintainance (@1.50% of Total Work Amount of S.No. 1 to S.No.9) |
| 15 | IV Year Maintainance (@2.25% of Total Work Amount of S.No. 1 to S.No.9) |
| 16 | Vth Year Maintainance (@3.00% of Total Work Amount of S.No. 1 to S.No.9) (Item No. 1 to 9) Please Enable Macros to View BoQ information |
