Construction of link road Bulhi Majhetly to Hatwas Km 0/000 to 0/900 in Distt Kangra (HP) (MMGSY Deposit Work) (SH-Construction of both side retaining wall at RD 0/850 to 0/865, 0/865 to 0/900 and parapet etc)

Amount

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 lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 800, 803, 1202 and 1203 in cement mortar 1:3:6 (One cement: three sand: Six graded broken/crushed stone aggregate 20mm (Twenty millimeters) nominal size PCC grade M-10 (M-ten) including entire carriage of materials within all leads an d lifts and other incidentals.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 with cement concrete 1:5:10 (One cement: Five sand : Ten graded/crushed stone aggregate 40mm (forty millimeter) nominal size), as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 including entire carriage of materials within all leads and lifts and other incidentals.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8, including entire carriage of materials within all leads, lifts and other incidentals.

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m (One point five meters) transport to sill spreading grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m (One thousand meters) as per Technical Specification Clause 301.5, including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete for plain/reinforced concrete in open foundations in 1: 4: 8 (One cement: four sand : eight graded crushed stone aggregate 40mm (forty millimeters) nominal size complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Karan Sharma

Neeraj

DILWAG SINGH GOVT. COT.

Shadil Thakur