CONSTRUCTION OF PITCH ROAD WORK BETWEEN KM 0.000 TO KM 3.500 AND BHUSWAL PIDRA BUND ON LEFT BANK OF GURRA RIVER IN DISTT. DEORIA

Amount

Earth work in filling with dressing and manual compaction for strengthening of bund.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401

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 wheeled 80-100 kn in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-2 as per T.S.C. 405

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 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 Prime coat with bitumen (SS-2)using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 502 including cost of bitumen (VG-10)

Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.4kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10)

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen

Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen

Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge as per SI No-765

S/F of km stone sign board, caution Board & H.M. Stones etc

UNIQUE INFRA CONSTRUCTION PVT LTD

M/S AADI SHAKTI TRADERS

M/S VISHAL CONSTRUCTION