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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. |
| 2 | Excavation for roadwork in hard Rock with hydraulic excavator of 0.9 cum bucket capacity including all as per Technical Specification |
| 3 | Excavation for roadwork in Soft Rock with hydraulic excavator of 0.9 cum bucket capacity including all as per Technical Specification |
| 4 | 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 1.5 lift, levelling, ramming the foundation trenches, removing roots of tree shrubs all complete job as per direction and specification of E/I. |
| 5 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with 1000M lead as per Technical Specification Clause 303.1 S.O.R. Item No. 3.18 |
| 6 | Granular sub-base with Close Graded Material (Table:400-1) Plant Mix Method (Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401)With Grading -III MaterialS.O.R. Item No. 4.1 B (iii) Factor =1.01 |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 8 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Km post |
| 9 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post |
| 10 | Reinforced cement concrete M15 grade 200M Post of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 200 M post |
| 11 | Reinforced cement concrete M15 grade FI Post of standard design as per IRC:8-1980, fixing in position including painting and printing etc. FI post |
| 12 | Providing and erecting direction and place identification retro-reflectorised sign as per approved drawing |
| 13 | Providing informatory signboard as per approved drawing |
| 14 | Providing rough dressed course stone masonry in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. RDD 12.7B |
| 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 16 | Plaster with C.M (1:4) on Brick work in sub -structure as per Technical specifications. all complete job. RDD 13.03 |
| 17 | Providing rough dressed course stone masonry in cement motar (1:4) in Sub-structure with designation and approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joint to 20mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. RDD 13.4A |
| 18 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M15 Height upto 5m |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (P.C.C. Grade M-25 in Deck Slab) RDD 13.5F(p) |
| 20 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20) |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications & placing all complete job. RDD 13.6 |
| 22 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications RDD 13.8 |
| 23 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. RDD 14.4 |
| 24 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 all complete job. RDD 15.9 |
| 25 | Cement (Lead 30 KM) |
| 26 | Sand (Lead 18 KM) |
| 27 | Stone chips (Lead 65 KM) |
| 28 | Boulder (Lead 65 KM) |
| 29 | Steel (Lead 30 KM) |
| 30 | Goods & Services Tax (G.S.T.) - 18% |
| 31 | Labour Cess - 1% Please Enable Macros to View BoQ information |
