Renovation of the left bank service road of the canal from Km 61.025 to Km 62.385 of Fatehpur Sikri Branch.

Amount

Uprooting jhund and moonj with disposal away from site

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 lead up to 195 metre and 95% mechanical compaction. as directed by Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates 45-63mm 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates 22.4-53mm 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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 .

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.

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.

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 510

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 0) 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level,uniform and free from streaks and holes.

Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud 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.

M/s Virendra Singh Contractor

TEJVEER SINGH

DAKSH CONSTRUCTION

M/S R.V.S. CONTRACTOR

HARIBHAN SINGH CONTRACTOR

M/s Gyanvati Chaudhary Infracture

KESHAV DEV SHARMA CONTRACTOR AND SUPPLIERS