| 1 | 1 | Costruction 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. & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. | Construction of granular sub-base by providing close 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 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T | 50 | cum |
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| 2 | 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes(22.4 to 53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T | 370 | cum |
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| 3 | 3 | Brick edging on both side of the road of M-150 bricks 8cm. (3\") wide and 12cm (4½\") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. (CH-20, S.NO. 765) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T | 1.1 | Km. |
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| 4 | 4 | Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work.In Foundation and floors. (CH-5, Sl.No. 275a) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T | 3300 | sqm |
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| 5 | 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type-C as per Technical Specification Clause 508. & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (CH-5, Sl.No. 279a) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T | 3300 | sqm |
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| 6 | 6 | Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510. & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) | | 3300 | sqm |
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| 7 | 7 | Cement Concrete pavement (Road Slab) with 1:1½:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including supply of all materials, labours, T&P etc. required for proper completion of the work and curing, form work etc. complete. (CH-20, Sl.No.21) & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. | | 250 | cum |
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| 8 | 8 | 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 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. | | 375 | cum |
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| 9 | 9 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & including cost of all material, labour, royalty, labour cess and all other taxes but excluding G.S.T. | | 345 | cum |
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