C/o Manjholi Lakhanpur Jhiran up to Punjab Boundary km 0/0 to 9/00 (SH 900 mm dia hume pipe culvert ROFD P/L GSB, G-II, G-III and Tarring in km 7/00 to 9/00)

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, within all leads and lifts as per direction of Engineer-in-Charge.

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8Granular material, within all leads and lifts as per direction of Engineer-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, within all leads and lifts as per direction of Engineer-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., within all leads and lifts as per direction of Engineer-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, within all leads and lifts as per direction of Engineer-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, within all leads and lifts as per direction of Engineer-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, within all leads and lifts as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in static to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405By machnical Means, within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301, within all leads and lifts as per direction of Engineer-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 m and a lead upto 20 m as per Technical Specification Clause 1603.1, within all leads and lifts as per direction of Engineer-in-Charge.

HARKIT SINGH

Ajay Thakur

Lovedeep singh

SANJEEV KUMAR GOVT CONTRACTOR