Construction of approach road from Dadima to ITI Bharmour Distt Chamba (SH C/O R/Wall at RD 0/565 to 0/582.

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 any lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material, within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.The rate including octroi, royality, Malkana, toll tax, sale tax or other rexes imposed by the Goverment.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size)in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing in road work and as per the instructions of Engineer-in-charge within all leads, lifts of materials and other incidentals.

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundations complete as per drawings and technical MORD specifications Clause 802, 803, 1202 & 1203 1:6:12 (One cement : Six sand : Twelve graded/crushed stone aggregate 40mm (Forty milimetres) nominal size) in road work as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental.

Provioding and Laying 100mm ( Huundred millimetre ) dia P.V.C. pipe weep holes masonry / stone masnory , Plain reinforced concrete , Abutment , Wing walls , Retaining wall /breast wall extended thought the full width of the structure with slop I ( V) ;20(H) ( One vertical in to twenty Horizontal ) towards drainingface complete as per drawing and MORD techincal specification clause 619, 709 & 1206.6 and as per the direction of Enginner -in- Charger. The rate is includingcarriage of meterial within all leads and lift and other incidentals

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete in road structure as per drawing and M.O.R.D. technical specifications clause 1604.7 and section 300 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental .