M/T on link road to village Rister Panwa Km 0/0 to 1/840 (SH- P/L wearing coat 63 mm to 45 mm size G-II, G-53 mm to 22.4 mm , tarring and C/o unlined drain in Km 0/0 to 1/840, C/O HPC culvert alongwith w/wall at Rd 0/705, 0/945 and 1/405

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 -II (63 mm to 45 mm ) as per HPPWD Technical Specification Clause 405.

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 53mm to 22.4mm size Grading -III 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. Excavated material to be used in embankment at site. by mechanical means as per H.P.PWD. specsification, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts including all incidental charges.

Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as par drawings and technical specifications C- 802, 803, 1202 & 1203(Clause - Eight hundred Two, Eight hundred Three, One thousand Two hundred Two and One thousand Two hundred Three) 1:4:8. (One Cement : Four Sand : Eight graded stone) aggregate 25 mm nominal size and curing complete including the cost of form work and 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 Plain Cement Concrete 1:3:6(one cement: three sand: six graded hard stone aggregate 20mm(twenty) millimeter)nominal size} and curing complete including the cost of formwork for plain/reinforcemed concrete as per drawing and HP PWD techinical specifications i/c 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 cement concrete 1:6:12 {One cement: Six sand: twelve graded crushed stone aggregate 40(Forty) millimeter nominal size} in open foundation and curing complete excluding cost of form work complete as per drawing and technical specification clause 802,803,1202 and 1203 including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge

Laying reinforced cement concrete 900 mm (Nine Hundred millimeter)diameter pipe class NP-2( Non Presseure- Two), including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(one cement: two sand) including back filling but excluding excavations, protection works, concrete and masonry works in head walls and parapets as per drawings and technical specifications C - 1108. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred ) dia PvC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.