New Construction work of Akbarpur Shergarh Road to Kosi Aritial(RTL) Drain Patri road

Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. As per S.I. No. 259.

Construction of Embankment with Material Obtained from Borrow Pits / Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 3.4 (301.5)

Excavation in Soil with Hydraulic Excavator with lead upto 100 m / Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. As per MORD Specification No. 3.5/302/(ii)

Construction of Embankment with Material Obtained from Roadway Cutting / Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 3.3/3.3/301.5

Construction of Subgrade and Earthen Shoulders - Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 3.14/3.14/303.1

Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base.

Providing, Laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Providing & applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503

Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitable plant, laying & rolling with a three wheeled 80-100KN Static Roller capacity, finished to required level & grades Bitumen @ 14.6 Kg./ 10 sqm. area for premixing including all Taxes, Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508.

Providing and laying seal coat type "C" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification.