Construction of Link Road to Village Thona Km. 0/0 to 0/500

Amount

Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and with in all leads and lifts and direction of Engineer- in- Charge. .

Providing and laying cement concrete plain/ reinforced concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate) 40mm ( forty millimetre) nominal size in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing, laying, spreading and compacting stone aggregates of 90 to 45mm ( Ninety to forty five milimetre ) size to water bound macadam specification including spreading in uniform thickness hand packing and rolling with three wheel roller 80-100 (eighty to hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone screening type-B at the rate 0.27cum (Zero point two seven cubic metre ) and binding materials at the rate 0.08 cum (Zero point zero eight cubic metre) per 10 Sqm (Ten square metre) of road surface to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 1 as per Technical Specification clause 405 by manual mean including carriage of materials within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 63 mm to 45mm (sixty three millimetre to forty five millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 (eighty to hundred) kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-II as per technical specifications clause 405 by manual means including entire carriage of materials within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 (eighty to hundred) kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-III as per technical specification clause 405 by manual means with in all leads and lifts and direction of Engineer- in- Charge. .

Applying a priming coat with bitumen emulsion (SS-I) at the rate of 0.70 Kg. to 1.0 Kg. (zero point seven zero to one point zero kilograme) per square metre on the granular surface cleaned with hydraulic broom as per technical specification Clause 502 including hauling / carriage of material through all modes of trasportation with in all leads and lifts as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulision distributor at the rate of 0.25 Kg. to 0.30 Kg.(Zero point two five to zero point zero point three zero Kilograme) per square metre on the prepared bituminous dry and hungry surface cleaned with hydrulic broom as per technical specification Clause 503. all leads and lifts as per direction of Engineer-in-charge.

Providing laying and rolling of open graded premix carpet of 20mm (twenty millimetre) thickness composed of 13.2 mm to 5.6 mm (thirteen point two millimetre to five point six milimetres) crushed stone aggregates using SG-90 to required line grade and level to serve as wearing course on a previously prepared base including mixing in suitable plant laying and rolling with three wheeled static roller capacity finished to required level and grades to be followed by seal coat of type -B as per technical specification clause 508 by manual means with Bitumen (S-90)/VG-10 (ten) including hauling/ carriage of material through all modes of transportation within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels grade and cross fall using type 'B' as per technical specification clause 510 by manual means (S-90) grade bitumen including hauling/carriage of material through all modes of transportation with in all leads and lifts as per the directionof Engineer-in-charge.

Ramesh Saswal

Narinder Pal Sharma