C/o Link road National Highway (NH- 21) to Baha in Km. 0/00 to 3/500 (SH- P/L HPC 0/500 to 1/500, ROFD Km. 0/500 to 1/500

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including all leads and lifts as per direction of Enngineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification PCC 1:4:8 including all leads and lifts as per direction of Enngineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 1203 P.C.C. Grade M 10 (1-3-6) including all leads and lifts as per direction of Enngineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 P.C.C. Grade M 15 Nominal mix (1:2.5:5) including all leads and lifts as per direction of Enngineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202 & 1203 P.C.C. Grade M 20 Nominal mix (1:2:4) including all leads and lifts as per direction of Enngineer-in-Charge.

Providing and laying filter media with granular crushed aggregate as per specification to thickness of not less then 600 mm with smaller size towards the soil and bigger size towards the walls and providing over the entire surface behind abutment, wing wall, retaining walls to the full height, completed to firm condition complete as per drawing and technical specification clause 1204.3.8. including all leads and lifts as per direction of Enngineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular materials in single row including fixing colour with cement mortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 mm dia including all leads and lifts as per direction of Enngineer-in-Charge.

Providing weep holes in brick masonry /stone masonry plain/ reinforced concrete abutment, wing wall, Retaining wall with 100 mm dais PVC. pipe expending through the full width of the structures with slopes of 1 (V):20 (H) towards drawing face complete as per drawing and technical specification clause 614,709,1204, 3.7. including all leads and lifts as per direction of Enngineer-in-Charge.

Excavation in soil in Hilly area by Mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 meter and lead 20 meter as per Technical specification Clause 1603.1 including all leads and lifts as per direction of Enngineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. wire conforming to IS : 280 and IS : 4826 in 100 mm X 10 mm mesh including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301. including all leads and lifts as per direction of Enngineer-in-Charge.

Chuni Lal

KAMAL KRISHAN (Govt Contractor)

ROSHAN LAL

AMANDEEP KALIA GOVT. CONTRACTOR

Hardeep Singh Bedi

HEM RAJ THAKUR