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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 |
| 2 | 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, T&P,and royalty but excluding cost of GST. |
| 3 | construction of sub grade 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 1000m as per technical speciftcation clause 303.1 (with ordinary earth in patri work) Including cost of all material, labour, T&P,and royalty but excluding cost of GST. |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment 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 MORD Specifications 401 Including cost of all labour, T&P, labour cess and all taxes complete but excluding GST |
| 5 | (Cement Treated Base) providing, laying and spreading in uniform layers with motor grader on a preparedSub base, Cement @ 4% by weight to the spread Material manually,mixing in place with Rotavator and compacting with Road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. Including cost of all material, labour, T&P,and royalty but excluding cost of GST. |
| 6 | Providing and applying tack coat with bitumen VG-10 grade 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 labour, T&P, labour cess and all taxes complete but excluding GST |
| 7 | 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 grade VG-10 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 by manual means As per Technical Specification Clause 508. Including cost of all labour, T&P, labour cess and all taxes complete but excluding GST |
| 8 | 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 labour, T&P, labour cess and all taxes complete but excluding GST |
| 9 | Providing & fixing reinforced cement concrete M15 grade Ordinary Kilometre Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Including cost of all labour, T&P, labour cess and all taxes complete but excluding GST |
| 10 | Providing & fixing reinforced cement concrete M-15 grade 200 m Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Including cost of all labour, T&P, labour cess and all taxes complete but excluding GST |
| 11 | Maintainance Charge including Bituminous Work, Cement Concrete work, Earth Work, Earth Work on patri, Culvert, etc as per Direction of E/I for the period of Five Year from the actual completion of work and As per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GOMaintainance of First Year @0.00% |
| 12 | Maintainance Charge including Bituminous Work, Cement Concrete work, Earth Work, Earth Work on patri, Culvert, etc as per Direction of E/I for the period of Five Year from the actual completion of work and As per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GOMaintainance of Second Year @0.75% |
| 13 | Maintainance Charge including Bituminous Work, Cement Concrete work, Earth Work, Earth Work on patri, Culvert, etc as per Direction of E/I for the period of Five Year from the actual completion of work and As per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GOMaintainance of Third Year @1.50% |
| 14 | Maintainance Charge including Bituminous Work, Cement Concrete work, Earth Work, Earth Work on patri, Culvert, etc as per Direction of E/I for the period of Five Year from the actual completion of work and As per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GOMaintainance of Fourth Year @2.25% |
| 15 | Maintainance Charge including Bituminous Work, Cement Concrete work, Earth Work, Earth Work on patri, Culvert, etc as per Direction of E/I for the period of Five Year from the actual completion of work and As per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 as per Prevailing GOMaintainance of Fifth Year @3.0% Please Enable Macros to View BoQ information |
