Construction of link road to village Dadhiyat in G.P. Chhachheti km.0/0 to 1/300.

Amount

Providing, laying, spreading and compacting stone aggregate of spcific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, roling with smooth wheel roller 80-100 KN in stages 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 required density grading-II as per technical specification clause 405 by manual means including haulage of materials with in all leads, lifts and carriage of materials and as per the dirction of Engineer-in-charge.

Providing and applying priming coat with bitumen emulsion (SS-1) at the rate of 0.70k to 1.00 kg (zero point seven zero to one point zero kilogram) per square metre of the prepared granular surface cleaned with hydraulic broom as per Technical specification Clause 502 including haulage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge.

Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 kg to 0.30 kg per square meter in the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503 including hauling/ carriage of materials through alll modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm.(Twenty milimeres) thickness composed of 13.2 mm to 5.6 mm(thirteen point two milimetres to five point six milimetres) aggregates either using penetration grade bitumen of emulsion 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 capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification clause 508. Bitumen(S-90)(ninety)/ VG-30. including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified level, grade and cross fall using type-A, Type-B and Type-C as per technical specification clause 510 Type-B bitumen VG-30, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

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 a lead of 50 metre, dressing of sides and bottom and back filling in treanches with excavted suitable materials upto 3 metre depth.including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and tech specification clauses 802, 803, 1202, & 1203 PCC M-10 grade 1:3:6.including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Balinder Dutt

Basti Ram

mahender

Mohan Singh

SATISH KUMAR

NITIN SHARMA