Construction of Dhami Bains Road km 0/00 to 6/400

Amount

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge

Providing and laying Mechanically mixed and vibrated Plain cement concrete 1:5:10(one cement isto Five sand isto ten graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying Nominal mixed and vibrated Plain cement concrete M-10 nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications MORD clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.

Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications MORD clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge.

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all laeds,transportation to site,spreading ,gradingto required slope and compacted to meet requirementof table 300.20 with lead upto 1000 metres as per technical specification clause 303.10 complete as per H.P.PWD. Specifications incluing carriage of materials within all leads and lift as per direction of 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-I as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means

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 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-II as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means

Providing and applying primer cost with bitumen emulsion (SS-1) on prepared suface of granular base including cleaning of road suface with hydraulic brooms and spraying primer at the rate of 0.85 kg /sqm (Zero point eighty five and paise nil killogramme) using mechanical means as per Technical Specification Clause 502 (Five hundred two), Medium prosity complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge..

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg, per sqm. On the prepared bitumenous surface cleaned with Hydarulic broom as per Technical Specification Clause 503. including entire carriage of materials upto all leads and lifts and as per thedirection of Engineer in Charge..

Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen or emlusion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity,finished to required level and grades to be followed by seal coat of Type-B as per Technical Specification Clause 508 including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge. By Manual Means.(I) Bitumen( VG-10).

Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type-A, Type-B and Type-C as per Technical Specification Clause 510. A. By Manual Means . Type-B (I) Bitumen(VG-10).

ISHWAR DASS

jeet singh

Manmohan

PANKAJ

BHANU SHARMA

SATISH BHARDWAJ

NOKH RAM SHARMA

RANJEET SINGH