M/T on Tirmali Kando Fagar Road Km 0/0 to 2/435 under MNP

Amount

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 roller 80-100 kN 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-2(two) as per Technical Specification Clause 405 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the 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 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 coarse aggregate, watering and compacting to the required density grading-3(three) as per Technical Specification Clause 405 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm (zero decimal seven zero to One Kilograme per square metre) using mechanical means as per Technical Specification Clause 502 ( Five hundred two) including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm(zero decimal two five to zero decimal three zero Kilograme per square metre) on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing, laying and rolling of open graded premix carpet of 20 mm (twenty milimetre) thickness composed of 13.2mm(thirteen point two milimetre) to 5.6 mm (five point six milimetre) aggregates either using penetration grade bitumen for 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 with a three wheeled 80-100kn (eighty to hundred ) static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical specification clause 508 Bitumen (S-90) (S- Ninety) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the 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 as per Technical Specification Clause 510 (Five hundred ten). Bitumen (S-90) (S- Ninety) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

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 all lead dressing of sides and bottom and backfilling in trenches with excavated suitable material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer- in- charge.

Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement is to three Sand is to six graded stone aggregate 20mm( twenty milimeter) nominal size as per drawing and HP.PWD. technical specifications clauses 802,803,1202 and 1203 including all leads, lifts, carriage of materials and other incidentals complete as directed by the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete as per drawing and technical specification clauses 802, 803, 1202 and 1203. PCC nominal mix 1:4:8 (One cement is to four sand is to eight stone aggregate 40 (forty) mm nominal size including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Mohan Singh

Bhupender Chauhan

RAMESH CHAND

GIAN CHAND