| 1 | 1 | Construction of Subgrade and Earthen Shoulders (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)Rolling with vibratory roller.(Vide RCDSOR No.3.18(i)) | BI01010001010000000000000515BI0100001113 | 1755 | Cum |
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| 2 | 2 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material.(Vide RCDSOR No.4.2(i))\n | | 356.85 | Cum |
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| 3 | 3 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)vide (RCDSOR No 6.1) | | 282.75 | Cum |
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| 4 | 4 | Cement Concrete Pavement:Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M20. (Vide RCDSOR No.12.8(B)) | | 536.25 | Cum |
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| 5 | 5 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) In Ordinary soil.By Mechanical Means.Depth upto 3 m.(Vide RCDSOR No.12.1B(i)) | | 145.27 | Cum |
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| 6 | 6 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Vide RCDSOR No.12.4) | | 11.97 | Cum |
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| 7 | 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M20.Height upto 5m.Using concrete Mixer.(Vide RCDSOR No.13.5E(p)caseI | | 48.6 | Cum |
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| 8 | 8 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M25.Using Concrete Mixer.Height upto 5m.(Vide RCDSOR No.14.1B(p)caseI | | 20.63 | Cum |
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| 9 | 9 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.( Vide RCDSOR No.13.6) | | 4.64 | MT |
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| 10 | 10 | Add 12% GST | | 1 | cum |
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| 11 | 11 | Add 1% Labour Cess | | 1 | cum |
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