C/O link road from Khairni to Simbal Bara km. 0/0 to 5/0 (SH-C/O 600mm. dia Hume Pipe culvert at RD. 0/500, 0/780 and 900mm.dia at RD. 1/205).Under S.C.S.P.

Amount

Earth work in excavation for strucuture as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materilas and disposal up to all lead of 50 m,dressing of sides and bottom and back filling in treanches with excavated suitable materials including all leads, lifts and carriage of materials, as per thedirection and entire statisfection of Engineer-In charge

Providing and Laying concrete 1:4:8 ( one cement :foursand:eight graded stone aggregate) 40 mm nominal size for plain/ reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 & 1203 including all leads, lifts and carriage of materials, as per thedirection and entire statisfection of Engineer-In charge.

Provinding concrete for plain /reinforced in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203, PCC in 1: 2: 4 (1cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size ) including carriage of material in all leads tifts as per the entire satiafaction and direction of Engineer - in-charge

Providing concrete for plain/ reinforced concrete in open foundations grade 1:3:6 (One cement : Three sand : Six graded stone aggregate )complete as per drawing and technical specification clause 802,803,1202 & 1203 including all leads, lifts and carriage of materials, as per thedirection and entire statisfection of Engineer-In charge.

Providing and Laying reinfotced cement concrete pipe NP2 poor culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1;2 but excluding excavation, protection work,back filling concrete and masonary work in head walls and parapets clause 1109,600 mm dia including carriage of materials with in all leads, lifts and carriage of materials, as per thedirection and entire statisfection of Engineer-In charge.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m,transporting to site, spreading , grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including carriage of all labour equipment & matrials to varios location with in all leads, lifts and other incidentals charges complete as per entire satisfaction ofthe Engineer-in-charge.

Providing and Laying Spreading and compacing stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN 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 2 as per technical specificsion clause 405,by Manual Means including carriage of materials with in all lead, lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-charge.

Providing and Laying Spreading and compacing stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN 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 2 as per technical specificsion clause 405,by Manual Means including carriage of materials with in all lead, lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-charge.

Providing weap holes 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 including all leads, lifts and carriage of materials, as per the direction and entire statisfection of Engineer-In charge.

Stone filling behind Retaining / wing wall including all leads, lifts and carriage of materials, as per the direction and entire statisfection of Engineer-In charge.

Vishal Bansal

VAJID

IQUBAL