C/O Link Road to Harijan Basti Mandhole Km 0/0 to 1/075

Amount

Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the 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 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the 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..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Stone masonry work in cement mortor in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204.Coursed rubble masonry (2nd sort) in cement mortar1:3 (one cement:3 Sand) .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 (One Cement:Sixsand) 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 reinforced cement concrete pipe NP2 900 mm (nine hundred) milimeter dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement:two sand) 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 coursed rubble masonary complete as per drawings and Technical Specification Clause 613.3 and 1204 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

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

Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

RASHPAL SINGH GOVT CONTRACTOR

Partap Singh Umta