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| 1 | 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 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.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 3 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.)(With Ordinary Earth) |
| 4 | 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..Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.)(Cated earth 1 Km. lead) |
| 5 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 6 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 7 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates usingVG-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 per Technical Specification Clause 508.Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST..Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 9 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 10 | Supply and fixing of 350 mm dia NP3 type Hume Pipe S&S in position including labour and T&P etc. required for proper compeletion of work.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 11 | Brick edging on both side of the road of first class brick 7cm. Wide ,11 cm. deep, laid with mud mortar including labour and supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 12 | 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 13 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 14 | 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..Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.)(Cated earth 1 Km. lead) |
| 15 | 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 all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 16 | Construction of un-reinforced 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 construction joints, applying debonding strips, primer, sealant, 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 Clause 1501.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 17 | Providing concrete for plain concrete Grade M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 18 | reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 19 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.Including all taxes, royalties, supply of all materials,labours, tools & plants etc. required for proper compeletion of the work.(All compelete but excluding G.S.T.) |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 |
| 23 | 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 |
| 24 | Cost of maintenance for Cement pavement 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 or as per Prevailing GO |
| 25 | Cost of maintenance for Cement pavement 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 or as per Prevailing GO |
| 26 | Cost of maintenance for Cement pavement 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 or as per Prevailing GO |
| 27 | Cost of maintenance for Cement pavement 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 or as per Prevailing GO Please Enable Macros to View BoQ information |
