Construction of Link road to Khobla KM 0 0 to 3 0

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

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification PCC 1:4:8

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 10 (1-3-6)

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)

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 20 Nominal mix (1:2:4)

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.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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

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.

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

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

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

IRSHAD KHAN

MADAN LAL

LAJJA RAM

rehana

ranjit singh