Construction of link road from Prounthi(Kalonthi) to Jhal km. 0/00 to 1/500.

Amount

Excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposingt of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including carriae of material with in all leads and lifts as per directions of Engineer in Charge.

Earthwork in excavation for structures 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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost as per HPPWD, specification of 1990 volume-I

Providing and Laying concrete 1:6:12 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per HPPWD, specification of 1990 volume-I

Providing and Laying concrete for plain/reinforced concrete 1;4:8 25 mm nominal size in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Coursed rubble masonry stone (2nd sort) work in cement mortar1:3 in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Coursed rubble masonry stone (2nd sort) work in cement mortar1:6 in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four mili meter) dia G I wire conferming to I S 280 and I S 4826 in 100mm x 100mm mesh voven diagonaly i/c 10% (ten percent) extra for laps and joints laid with stones boulder weighing not less than 25kg each as per drawing and technical specification clause 1301. including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.

Providing and laying reinforced cement concrete pipe NP 2 900 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Pointing with Cement mortor 1:3 (one cement :three sand) on stone masonry as per drawing and technical specification clause 613.3 and 1204 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with 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 carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 , as per HPPWD, specification of 1990 volume-I

BUILDWELL CONSTRUCTION