C/O link road and Pulli from main road Charoon to the house of Chander Kuamr in village Charoon, Nadaun

Earth work in excavation for all type of road structure such as retaining walls ,breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil . ordinary rock, hard rock, chiseling/ wedging out of rock (where blasting is prohibited ) as per drawings and M.O.R.D technical specification clause 305-1 and as per direction of the Engineer-in- Charge including setting out, construction of shoring and bracing removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals . The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing and laying cement concrete 1:5:10 mechanically mixed (one cement : Five sand : ten graded crushed / broken stone aggregate 40mm (forty millimetre nominal size) and curing complete including the cost of form work with M.S plates for plain concrete on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights and depths. In retaining walls / breast walls as per drawing and technical specifications clause 802,803,1202and 1203 and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Back filling behind abutment wing wall and return wall with granular material complete as per drawing and technical specification clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing weep holes in brick masonry / stone masonry /plain and reinforced concrete abutment , wing wall ,return wall ,retaining and breast wall with 110mm (one hundred ten millimetre) dia PVC pipe (D-plast)/ Finolex/ Supreme having working pressure not less than 4 kg per centimeter square (Four Kilogram per centimeter square ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7 as per direction of Engineer-in- Charge including entire carriage of material within all leads and lifts and other incidentals The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing and laying mechanically mixed and vibrated cement concrete nominal mix 1:3:6 (one cement :three Sand :six graded crushed stone aggregate 20mm (twenty millimetre nominal size) on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights and depths including cost of form work for plain concrete in drain and channel etc. open foundations complete as per drawing and technical specification clause 802,803, 1202 &1203 including carriage of material within all leads and lifts and other incidentals . The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) (fifty three millimetre to zero point zero seven five millimetre) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne (eight to ten tonne) capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm (zero point seven zero - one point zero kilogram per squaremeter) using mechanical means as per Technical Specification Clause 502 (five hundred two ).Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm (zero point twenty five to zero point three zero kilogram per square meter ) on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (five hundred three). Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing laying and rolling of open-graded premix carpet of 20mm (twenty millimetre) thickness composed of 13.2mm to 5.6mm(thirteen point two millimetre to five point six millimetre) crushed stone aggregates at the rate 0.27cum (zero point two seven cubic metre) mixed with 14.6kg( fourteen point six kilogram)per ten square metre bitumen VG-10(viscosity grade ten) in suitable plant and laying by paver finisher 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 80-100KN(eighty to one hundred) static roller capacity , finished to required level and grades to be followed by seal coat of Type-B as per Technical Specification Clause 508, by mechanical means and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510, using bitumen VG-10 (viscosity grade ten) at the rate 6.8kg ( six point eight kilogram ) premixed with 0.06 cum (zero point zero six cubic metre)fine aggregate per 10.00 sqm (ten square metre) laid by mechanical means and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi, royality, Malkana, toll tax, or other taxes, but excluding GST imposed by Government.