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| 1 | Excavation for road work in soil using Hydraulic excavator including cutting and loading in tippers ,trimming bottom and side slopes,in accordance with requirements of lines grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000 m.(3.06) |
| 2 | Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction and direction of E/I.(3.20 case-1 E/I |
| 3 | Construction of Granular Sub Base ( By Mix in place Method) Gr III by providing well graded material, spreading in uniform layers with motor Grader on prepared surface, mixing by Mix in place method with rotavator at O.M.C and compacting with vibratory Roller to achieve the desired density, complete as per Technical specification clause 401. (iii) For grading III material. SOR Item no. 4.1 B (iii) |
| 4 | Cement concrete pavement, (Construction of un-reinforced, dowel joint , plain cement concrete over a prepared sub-base with 43 grade cement at the rate 400kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a baching and mixing plant as per approved mix design, transported to side, laid with a fixed from or slip form Paver, spread, compacted and finished in a continuous opration including provision of contraction, expension, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding stript, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing SOR Item no. 6.02 |
| 5 | Construction of Subgrade and earthen shoulders (Construction of Subgrade and earthan shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required solop and Compacted to meet rquirment of Table 300.2 (ii) Roling with smooth wheeled roller S.O.R. Item No. 3.18 |
| 6 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 7 | Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 8 | Providing concrete for plain/reinforced in open foundation complete as per drawings and technical specification. (A) P.C.C- M15 |
| 9 | Stone masonary work in cement mortar (1:3) in foundation complete as per drawings and technical specification (B) Random rubble masonry |
| 10 | Stone masonart work in cement mortar (1:3) in supstructure complete as per drawings and technical specification (A) Random rubble masonry |
| 11 | P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications |
| 12 | Plain/Reinforced Cement Concrete in Sub Structure complete as per drawing and technical specification. (R.C.C. Grade M 20 using batching plant,transit mixer & concrete pump) Height upto 5 M (Abutment Cap / Bed) |
| 13 | Plain/Reinforced Cement Concrete in Sub Structure complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M (Deck Slab) |
| 14 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification. |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 16 | Plastering with cement mortor (1:3) on brick work in sub structure as per Technical Specifications |
| 17 | Providing weephole in brick/stone masonry, plainkreinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification |
| 18 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification |
| 19 | ADD CARRIAGE COST OF MATERIALS(i) Cement (Av.Lead-25 KM) |
| 20 | (ii) Sand (Av. Lead-30KM) |
| 21 | (iii) S/Chips (Av. Lead- 5KM) |
| 22 | (iv)Stone Dust (Av. Lead-5KM) |
| 23 | (v) Steel lead 25 KM |
| 24 | (vi) Stone Bolder 7KM |
| 25 | (vii) Stone Metal lead 5 km (P) |
| 26 | Add cost for signboard & photograph |
| 27 | Goods & Service Tax (G.S.T.) -@18% |
| 28 | Labour Cess -@1% Please Enable Macros to View BoQ information |
