M/T and CD on Gamberpul Marheta via Baniyara road in km 0/0 to 2/100

Amount

Providing of sub grade by dressing to camber including cutting in earth work to a depth equal to the combined depth of sub base and surface coarse below the proposed finished level required to the gradient and confirmed line as per drawings and direction of the Engineer-in charge as per HPPWD specification 1990(one thousand nine hundred ninety) volume-1(one) and direction of the ngineer-in-charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Consolidation of sub grade with power road roller of 8 to 12(Eight to twele)tonnes including making the foundation etc. with earth or quarry soil etc.and re-rolling the sub grade till the soil is evenly the denesty consolidated and be haves as and elastic mass complete to make the surface for lying of soling as per direction of the Engineer-in charge as per HPPWD specification 1990(one thousand nine hundred ninety) volume-1(one) and direction of the ngineer-in-charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts and all incidental charges.

WBM grading-I: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 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-I as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mannual means

WBM grading-II: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 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-II as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mannual means

WBM grading-III: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 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-III as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means

Providing and applying a primer coat low porocity with bitumenous SS-I on prepared surface of granular surfaceincluding cleaning of road surface @0.70-1.00kg/sqm mannual means as per technical specification 502 .

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rates of 0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 . including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying and rolling open graded premix carpet 20 (Twenty) millimeters thickness composed of 13.2 mm. to 5.6 mm. (Thirteen point Two millimeters to Five point Six millimeters)aggregates using penetration grade bitumen VG -10 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 wheel 80-100 kN static roller capacity, finished by to required level and grades to be followed seal coat of Type –B- as per Technical Specification Clause 508 (Five hundred Eight), including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.

Providing and laying seal coat by mannual means sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B using bitumen S-90/VG-10 as per Technical Specification Clause 510 (Five hundred Ten)including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.

Amar Lal

Contractor Babu Ram

Pushpender Bhargav