Repair and Maintenance of link road to Village Rawlakiar in K.M. 0/00 to 1/00

Amount

Excavation in soil in hilly area by mechanical mean including cutting and trimming of side slops and disposing of excavated earth with a lift up to 150 meter and a lead up to 20 meter as per drawing and technical specification.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material .

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

Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts, As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202, & 1203.in cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) including all leads and lifts. As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Stone masonry work in cement mortar for structure complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random rubble masonry in Cement mortar 1:3.

Stone masonry work in cement mortar for structure complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random rubble masonry in Cement mortar 1:4.

Construction of dry rubble masonry in breast wall, retaining walls/Revetment wall and parapets etc. for sub structure and super structure compete as per drawing and technical specification clauses704.6 & 1302.5.

Providing and laying rain force cement pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation protection work, backfilling , concrete and masonry work in head walls and parapets clause 1108. 900 mm dia.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Preparation of sub-graded by dressing to camber (earth work) for the cutting involved for sub-graded to be paid for separately depending upon classification of soil completed as per HPPWD.

Consolidation of sub grade with road rolled i/c making good the undulation etc with earth or quarry soil etc. And re-rolling the sub-graded including all leads and lift as per HPPWD, Specification of 1990 volume -1 as directed by the 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 km in stages to proper grade and camber applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per Technical specification clause 405 By Manual Means.

Raman Thakur

M/s Pardeep Sublaik

DEEPAK DHARMAIK