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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 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 |
| 9 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 10 | Pointing with cement mortar (1:3) on brick work in parapet as per technical specifications Clause 613.3 and 1208.4 |
| 11 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 |
| 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M 20 |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. |
| 14 | Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume Pipe |
| 15 | Lettering and painting of culvert and parapet etc. complete. |
| 16 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing etc. |
| 17 | Ordinary Km Stone |
| 18 | Hectometer Stone |
| 19 | Supply of Informatory sign Board Size 4*X3, Inaugration etc. |
| 20 | Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.17) |
| 21 | IInd Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.17) |
| 22 | IIIrd Year Maintainance (@1.50% of Total Work Amount of S.No. 1 to S.No.17) |
| 23 | IV Year Maintainance (@2.25% of Total Work Amount of S.No. 1 to S.No.17) |
| 24 | Vth Year Maintainance (@3.00% of Total Work Amount of S.No. 1 to S.No.17) (Item No. 1 to 17) Please Enable Macros to View BoQ information |
