10 Sakit Chaprai Marg Bahalolpur Se Mubarikpur Nivarua Tak Lepan Marammt Karya L 790 Meter

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. Patries

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 watering and compacting to the required density Grading 3 as per Technical Specification 22.4-53 mm gauge S.B WBM Grading 3 By Manual Means MORTH 405(3)A

Brick on edging on both side of the road of M-150 bricks 8.0 cm (3") wide and 12 cm(41/2") deep laid with mud mortor including all labour and supply of brick finished to required template & ramming the exavated earth as per directed by The Engineer-in-charge.PWD SI No-765

Providing and applying Primer coat with bitumen emulsion(SS1) on prepration of granular base including cleaning of road surface and spraying primer at the rates of 0.75 kg/sqm using mechanical means as per Technical Specification clause 502

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 either Type A or Type B or Type C as per Technical Specification Clause 508.

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

Reinforced cement Concrete M15 grade 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.MORD1700 (10.10-III) a) 200M stone (Precast)

b) Ordinary Kilometre stone Precast

Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass beads on Bitumenous Surface- Providing and Laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@250 gms per sqm area,thikness of 2.5mm is exclusive of surface applied glass beads as per IRC:35-2015 the Finished surface to be level,uniform and free from streaks and holes .PWD ch-27 S.No-02