C/O Sirmouri Mandir Baghtan road Km 0/0 to 10/300 ( SH ROFD in various Rds iPeriodical Renewal on Oachghat Narag road Km 9/0 to 11/0 ( SH Providing G-III, Bituminous concrete 30 mm thick, Bituminous Macadam 50mm thick and thermoplastic compound etc.

Amount

Excavation in earth work in hilly area in all heights and depths in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side,water pollution, etcetra and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried, out true to lines, grades, side slopes, width, camber super-elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformit with the requirement of technical specification for Rural Road. clause 1603.1 and 1603.2 of General conditions for contract to achieve designed formation width including hauling and safe disposal of unsuitable cut materials upto all lead and lifts in specified manner i/c arrangement of dumping site trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer -in -Charge for smooth riding. The recovery for stones,whether useful or not, for 58.34( Fifty Eight point Threty four) in all cases, @ rupees 170/- only(Rupees one hundred seventy only) per cubic meter shall be effected on pro- rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases.

Preparation of sub grade by dressing to camber earth work for the cutting in volved for sub -grade to be paid separatly depending upon the classification of soil complete as per HPPWD sepecification

Construction of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rolling the sub-grade completed as per HPPWD sepecification

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 1 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate 0.25 to 0.30 (zero point two fiv to zero point three zero) kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503 (Clause Five hundred Three) , including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing, laying and rolling of open graded premix carpet of 20 (Twenty) millimeters thickness composed of 13.2 (Thirteen point Two) millimeters to 5.6 (Five point Six) millimeters 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 suitable plant, laying and rolling with a three wheel 80-100 (Eighty- One hundred) KN. Roller capacity, finished to required level and grades to be followed by seal coat of either type-A ,type –B type -C by mechanical means Bitumen (S-90), as per technical specification of including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using type-A, type-B and type C and as per technical specification C-510 (Clause- Five hundred Ten) ) , B by mechanical means Bitumen (S-90), including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge

Construction of unlined surface drain of average cross-sectional area 0.2 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307.

Jagmohan Singh

BHUPENDER SINGH THAKUR