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| 1 | Earthwork in excavation in foundation in ordinary soil include lift upto1.5m & lead upto 30m. (As per PWD SOR S.I. No. 251) |
| 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 Table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 3 | Supply of R.C.C. Hume pipe NP3 Class (incluiding cartage up to site ) S.I. No. 5 (iii) 600mm dia |
| 4 | Laying & Fixing of 600MM Ø NP-3 Hume Pipe including all labour T&P etc complete s.i 5(a)(iii) |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific 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 2 as per Technical Specification Clause 4.7-405(2) |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific 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 4.7-405(3) |
| 8 | Brick edging on both side of the road of first class bricks 8cm (3Þ) wide and 12cm( (4.5Þ) deep with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excaveted earth as directed by Engineer-in-charge.. (As per PWD SOR S.I. No.765) |
| 9 | Providing and applying Prime Coat with Bitumen (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 070 to 1.00 kg per sqmusing machenical means as per Technical Specification Clause 502 |
| 10 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 11 | 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 (VG-10) 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 either type of as per Technical Specification Clause -508 (Used by paver Finishar) |
| 12 | Providing and laying seal coat 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.Case III(Bitumen VG-10) |
| 13 | Brick soling With straight over burent Bricks Laid on edge and dry incluiding prepretion of subgrade to prescribed camber and incluiding supply of Bricks , filling joints with local earth , spreading blinding coat of 1.00 cm depth of local earth of P.I. 5 TO 7 or sand over the entire surface and incluiding labour and t&p etc. Required for proper completion of the work as per S.O.R 762(B) |
| 14 | Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703. (A) 200 METER STONE (Precast) |
| 15 | Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703. (B) Ordinary Kilometer Stone (Precast) |
| 16 | Providing and fixing of Informatory Sign Board at Starting and End Point. |
| 17 | Supply and fixing of innougration sign board in starting. |
| 18 | Lean concrete 1:4:8 with cement fine sand and 40 mm gause Brick Ballast including all As per SI.No 275 Abutments |
| 19 | Supply of R.C.C. Hume pipe NP3 Class (incluiding cartage up to site ) 900 MM Dia RCC HUME PIPE including coller S.I. No. 5 (ii) |
| 20 | Laying & Fixing of 900MM Ø NP-3 Hume Pipe including all labour T&P etc complete s.i 5(a)(ii) |
| 21 | M-150 brick work in1:4 cement and fine sand mortar in foundation And plinth including all As per SI.No.305 |
| 22 | Struck pointing 1:2 with cement and fine sand mortar including all labour T&P incl.etc complete (As per S.I.No.574) Please Enable Macros to View BoQ information |
