Construction of link road to Chir Nag Mandir Nag Mandir Km 0/000 to 2/100 in Distt Kangra (H.P.)

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 1:3:6 (One cement: three sand: Six graded broken/crushed stone aggregate 20mm(Twenty millimeters) nominal size in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 and 1203 PCC grade M-10 (M-ten) including entire carriage of materials within all leads an d lifts and other incidentals.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for Sub-grade to be paid separately depending upon the classification of soil completed as per HPPWD technical specification and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals.

Consolidation of sub grade with road roller including making good the undulation etc; with earth of quarry soil etc; and re-rolling the Sub-grade complete as per HPPWD technical specification and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregate size 90mm to 45mm ( ninety millimeter to forty five millimeter) Grading-I size [100mm (One hundred millimeters) compacted thickness] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-A of size 13.2mm ( thirteen point two milimetres) nominal size at the rate of 0.30cum (zero point thirty cubic metres) per ten square metres and binding material at the rate of 0.08 cum (zero point zero eight cubic metre ) per 10 Sqm ( ten square meter)to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specifications clause No. 405 and as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregate size 63mm to 45mm (Sixty three millimeter to forty five millimeter) Grading-II size [75mm( seventy five millimeters) compacted thickness] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber, applying and brooming, crushable screening crushable type at the rate of 0.22cum (zero point twenty two) cubic metres per 10 Sqm (per ten square metres) and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specifications Clause No. 405 and as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental.

Providing and applying primer coat medium porosity with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.70-1.00 Kgs per Sqm (Zero point seven zero - One point zero zero kilograme) per square metre using mechanical means as per technical specifications Clause No. 502 and as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kgs (Zero decimal Two Seven Five kilogramme) per square metre on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental.

Providing, laying and rolling of open graded premix carpet of 20mm (twenty millimeter) compacted thickness, composed of type-A 13.2mm (thirteen decimal two millimeter) to 5.6mm (five decimal six milimetre) crushed stone aggregate at the rate of 0.27 cum (Zero point twenty seven cubic metre), premix with bitumen VG-10 (Viscosity Grade ten) at the rate of 14.6 kg (Fourteen point six kilogram) per ten square metres of road surface to required line, grade and level to serve as wearing course on a previously prepared basem including mixing and heating binder and aggregate in Hot Mix Plan 30/40 (Thirty/Fourty tonne) per hour capacity of transporting mixed material with tipper and laying with paver finisher to the required grade and rolling complete with three wheel roller 80-100 (Eighty - Hundred) Kn static roller finished to required level and grade as per MORD technical specifications clause No. 508 including hauling of materials labour and equipment required to execute the work at site of work with in all leads and lifts, as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coat using bitumen VG-10 (Ten) as per Technical Specification Clause 510 and as per direction of Engineer-Incharge including carriage of materials within all leads and lifts and other incidentals.

AMIT KUMAR SHARMA

Rahul

Rohit