Construction of link road to Village Rasan KM 0/000 to 1/500 in Tehsil Dharamshala, Distt. Kangra, HP (Under SCSP)

Amount

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 rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification clause 305 & 1603 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift 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 milimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer-in-Charge. including carriage of materials within all leads and lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government

Construction of embankment with approved material obtained from borrow pits with a lift upto any height i to transporting to site, spreading, grading to required slope and compacting n layers of 200mm ( two hundred milli meters ) thickness with three wheel 80-100 (eighty-hundred) kn static weight road roller to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301 and 1603.5 as per direction of Engineer-in-Charge. including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure, plain concrete nominal mix 1: 5: 10 (one cement: five sand : Ten graded crushed/broken stone aggregate 40mm (forty millimeters) nominal size in or under water including curing complete and pumping or bailing out water, de-watering removal of slush as required at site which may airse at the time of laying un der water complete for all heights/depths including the cost of form work complete in all respect as per drawing and technical specification clause 802,803,1202,1203 and as per direction of the Ehngineer-in-charge and carriagte of materials, within all leads, lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Construction of cement concrete pavement, thickness as per design, over a prepared sub base, with 43 (Forty three) grade cement or any other type as per Clause 1501.2.2 M-30 (M-Thirty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm (Twenty five millimetres), mixed in a concrete mixer of not less than 0.2 cum (Zero point two cubic metre) capacity and appropriate weigh batcher using approved mix design, including form work wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, curing complete as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, sale tax or any type of taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate size 90mm to 45mm ( ninety millimeter to forty five millimeter) Grading-I size [100mm (One hundred millimeters) compacted thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-A of size 13.2mm ( thirteen point two milimetres) nominal size at the rate of 0.30cum (zero point thirty cubic metres) per ten square metres and binding material at the rate of 0.08 cum ( zero point zero eight cubic metre ) per 10 Sqm ( ten square meter)to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental .

Tilak Raj

Ankit Choudhary

Dinesh

Parveen Kumar

Kapil Sharma

Rajeev Kumar