Periodical renewal on link road to Village Missarwala from NH-07 km. 0/0 to 0/990. (SH P/L G-III for repair of pot holes and 30 mm bituminous concrete in km. 0/0 to 0/990, road side furnitures and Road side V-shape drain in various RDs). ) under AMP

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 (Eighty to One hundred) kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (Three) as per Technical Specification Clause 405., WBM, Grade- III Three) , 53 mm to 22.4 mm (Fifty three to twenty two decimal four milimetres) size by manual means 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 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 kilogramme per square metre) using mechanical means as per Technical Specification Clause 502 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 killogramme per square metre) on the prepared dry and hungry bituminous surface 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 and laying 30 mm (Thirty millimetres) thick compacted bituminous concrete with aggregate of grading II (two) ,13 mm (thirteen millimetre) nominal size using bitumen VG-30 (thirty ) grade minimum 5% (five percent) of weight of mix on thoroughly cleaned surface,by mechanical broom and dust removed by compressed air, mixed in computerised batch mix hot mix plant of 100-120 tonne (One huntred to one hundred twenty tonnes) per hour capacity calibrated from time to time, mixing of bituminous concrete as per approved job mix formula from approved laboratory, transporting the mixed material in clean insulated vehicles covered while in transit or awaiting , tipping and laying with sensor paver finisher to the required level and grade , rolling with smooth wheeled vibratory and tandem road roller to achieve the desired density complete including profile correction layer and patching of pot holes within all leads and lifts including carriage of materials , plant and equipments by mechanical transport confirming to clause 508 of MORT&H (road wing ) specification for road and bridge work including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the 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 all lead dressing of sides and bottom and back filling in treanches with excavted suitable materials all depths ,including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing and laying concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 in P.C.C. Grade M-10 (Ten) Nominal mix 1:3:6 (one cement :three sand :Six graded stone aggregate ) including all leads ,lifts and carriage of materials, as per the direction of Engineer-In charge.

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, including all leads ,lifts and carriage of materials, as per the direction of Engineer-In charge.

Reinforced cement concrete M-15 grade KM stone/local stone of standard design as per IRC:8 fixing in position including painting and printing,etc as per drawing and Technical specification Clause 1703 including hauling of material in all leads and lifts and as per entire satisfaction and direction of Engineer-in-Charge. 200 m Stones Precast. including all leads ,lifts and carriage of materials, as per the direction of Engineer-In charge.

Rashid Ali Civil Contractor