C/O Link road from Village Pandal to Jokhti Nirali vai Ram Nath Kaushal House to Dev Raj House km 0/0 to 0/600 (SH P/L Gr-I, Gr-II, Gr-III 7 tarring in km 0/500 to 0/700 and Drain various reaches).

Amount

Preparation fof sub grade by dressing to camber (Earth work involved for cutting for sub grade to be paid for separately depending upon the classifications of soil complete as per HPPWD specificationsas per directions of Engineer-in-charge

Construction of sub grade with road roller including making good the undulation etc. with earth or quarry dust etc. and rerolling the sub grade with road roller complete.

Providing, laying, spreading and compacting stone aggregates of Grading -1 90 to 63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stage 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 as per Technical Specification Clause 405 By Mechnical meansas per directions of Engineer-in-charge

WBM Grading 2 :-Providing laying Spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80/100 KN static to proper grade and camber applying and brooming. stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the requireddensity Grading 2 as per Technical Specification Clause 405. ( By Manual Means) within all lead and lift as per the direction of the Engineer-incharge

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, crushable screening to fill-up the interstices coarse aggregate, watering and compacting binding materials to required density Grading -III as per Technical Specification Clause 405 by mechnical means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.

Providing and applying Prime coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70.1.0 Kg / Sqm using mechanical means as per technical specification , as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Providing and applying Tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.25-0.30 Kg / Sqm on prepared surface of granular treated with primer & cleaned with Hydraulic broom as per technical specification clause 503. Chapter 5.2 (III) 1 including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing and laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using grade bitumen or emulsion to required line, grade and level to as wearing course on a previously prepared base, including mixing in a plant, laying and rolling with a three wheel 80-100 kN static roller finished to required level and grades to be followed by seal coat of Type A or Type B or Type C as per Technical Specification Clause carriage of materials with in all leads and lifts as per entire of Engineer-in-charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid the specified levels, grade and cross fall using Type B as per Technical Clause 510including carriage of materials with in all leads and as per entire satisfaction of Engineer-in-charge.

Earthworkinexcavationforstructures as per drawing and technical specification clause 305.1 including setting out, consolidation of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtrs ., dressing of sides and bottom and backfilling in trenches with excavated suitable material. - upto 3.00 mtrs. depth.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-incharge.

Providing and laying concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203. - P.C.C grade 1:3:6including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

SOM NATH THAKUR