Restoration of rain Damages on Katinda Giltari Road Km 0/0 to 166/900

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 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

Providing and Laying mechanically mixed & vibrated cement concrete for plain/reinforced concrete in open foundation for all type of structure complete of plain cement concrete Grade M -10 (Ten) nominal mix 1:3:6 (one cement: three sand: six graded crushed stone aggregate 20mm (twenty milimetre) nominal size on ground or under water and curing complete including pumping or bailing out water,dewatering removal of slush as reqd. at site which may arise at the time of laying under water complete for all heights/depths including cost of form work as per drawings and Technical Specifications Clause 802, 803, 1202 & 1203 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.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per MORD specification. 150 mm (one hundred fifty milimetre) spread thickness (finished work including materials and labour) and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and laying reinforced cement concrete machanically mixed and vibrated M-25 (twenty five) nominal mix 1:1½3 ( 1cement:1½:sand: 3 graded stone aggregate 20mm nominal size) and curing complete including cost of form works and excluding the reinforcement for reinforced concrete work in in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 including all leads and lifts as directed by the Engineer-In-Charge.

Mahender Singh