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| 1 | Part (A) Bituminous PartExcavation 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 2 | 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 (Ordinary Earth work) Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 3 | 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. Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 4 | Providing, laying and spreading material on a prepared sub-base, with Cement @4% by wt. to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined copmressive strength to form a layer of base. Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 5 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 6 | 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 grade bitumen 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 as per Technical Specification Clause 508 Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 7 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous 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, T&P and Labour cess etc. complete but excluding GST. |
| 8 | Supply and fixing of 350 mm dia NP3 type Hume Pipe S&S in position including labour and T&P etc. required for proper completion of work. Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 9 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (With Ordinery Earth in Patri Work) Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 10 | Part (B) CC PartExcavation 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 11 | 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, T&P and Labour cess etc. complete but excluding GST. |
| 12 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 13 | Construction of un-reinforced, dowl jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Claus1501 Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 14 | Providing concrete for plain/reinforced concrete Grade M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 15 | Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 16 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 17 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (With Carted Earth in Patri Work) Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. |
| 18 | Cost of maintenance for Bituminous work portion for IInd Year @ 0.75% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 or as per Prevailing GO |
| 19 | Cost of maintenance for Bituminous work portion for IIIrd Year @ 1.50% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 or as per Prevailing GO |
| 20 | Cost of maintenance for Bituminous work portion for IVth Year @ 2.25% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 or as per Prevailing GO |
| 21 | Cost of maintenance for Bituminous work portion for Vth Year @ 3.00% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 or as per Prevailing GO |
| 22 | Cost of maintenance for Cement Concrete work portion for IInd Year @ 0.25% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GO |
| 23 | Cost of maintenance for Cement Concrete work portion for IIIrd Year @ 0.50% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GO |
| 24 | Cost of maintenance for Cement Concrete work portion for IVth Year @ 0.75% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GO |
| 25 | Cost of maintenance for Cement Concrete work portion for Vth Year @ 1.00% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GO Please Enable Macros to View BoQ information |
