Renovation of the left bank service road of the canal from Km 2.100 to Km 10.000 of Jajau Rajwah.

Amount

Uprooting jhund and moonj with disposal away from site.Direction as per Engineer In-Charge

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankments to be in 20 cm. layers, including ramming and dressing the surface to the required levels, slopes and also including 1.50 metre lift and 30 metre lead and 95% mechanical compaction.. as directed by Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates 45-63 mm 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 sceening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Direction as per Engineer In-Charge.

Providing, laying, spreading and compacting stone aggregates 22.4-53 mm 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 sceening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. Direction as per Engineer In-Charge.

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 .Direction as per Engineer In-Charge

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Direction as per Engineer In-Charge

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using VG-10 bitumen 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 to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.Direction as per 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 C as per Technical Specification Clause 510Direction as per Engineer In-Charge

Providing & Laying of Hot Applied Thermoplastic Compound 2.50 mm thick with Reflectorising Glass Beads 250 gm per Sqm Area thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level,uniform and free from streaks & holes. (as per MORTH -803 (8.13)

Brick edging on both side of the road of M-150 bricks 8cm (3") wide and 12cm (4/.5") deep laid with mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge

Providing and fixing of signboard with all letter writing complete.Direction as per Engineer In-Charge

HARIBHAN SINGH CONTRACTOR

S F INFRA PROJECTS

M/S DEEPAK CONSTRUCTIONS

M/s Nav Bharat Construction

KISHANKUMAR SARASWAT