C/o Bansai to Ranguwal Tallan road Km. 0/00 to 3/00. (SH- C/o 2 meter span RCC Slab culvert at Km. 0/250 and P/L Interlocking Tiles at Km. 0/550, 0/700, 0/950

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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including all leads and lifts as per direction of Enngineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202,and 1203 R.C.C. nominal mix 1:4:8(40mm aggregates) including all leads and lifts as per direction of Enngineer-in-Charge.

Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 1202, and 1203 P.C.C grade M 15 Nominal mix (1:3:6) including all leads and lifts as per direction of Enngineer-in-Charge.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 1:1.5:3 including all leads and lifts as per direction of Enngineer-in-Charge including all leads and lifts as per direction of Enngineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including all leads and lifts as per direction of Enngineer-in-Charge.

Providing weapholes in brick masoinry / stone masonary / plain /reinforced concrete abutment, wing wall return wall with 100 mm dia AC pipe extending through the full width 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. 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.

Preparation of sub grade by dressing to camber (earth work for cutting involved for sub grade to be paid for separately depending upon the classification of soli completed as per HP.PWD specification including all leads and lifts as per direction of Enngineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etc. with earth of quarry soil etc. and rerolling the sub grade completed as per H.P.PWD specifications including all leads and lifts as per direction of Enngineer-in-Charge.

Granular Sub base course/base course/ surface course with local materials (Table 400.13) by mixing in place method normal construction of g Granular l sub base course by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clauses 101.4 as per technical specification using clause 408 including all leads and lifts as per direction of Enngineer-in-Charge.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 including all leads and lifts as per direction of Enngineer-in-Charge.

Chuni Lal

suriender

Mahmood khan

Hardeep Singh Bedi

HUKAM SINGH CONTRACTOR

ASHISH THAKUR

Ajay Thakur