CONSTRUCTION WORK OF BARGADIYA LINK ROAD TO KHATIKANPURWA NAHAR MISSING LINK IN DISTRICT BAHRAICH FINANCIAL YEAR 2026-27 VIDHAN SABHA-NANPARA USING DEPARTMENTAL HOT MIX PLANT

Construction of embankment with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5.

CTSB (GSB+2% CEMENT OPC) Providing, laying,and spreading material on a prepared sub base , cement @ 2% by weight to the spread material manually , mixing in place with rotavator and compacting with road rollar at OMC to achieve the desire unconfined compressive strength and to form a layer of base.

CTB-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 road rollar at OMC to achieve the desire unconfined compressive strength and to form a layer of base.

Tack Coat- Providing and applying Tack coat with bitumen VG-10 using rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleand with Hydraulic broom clause 503 Including cost of Bitumen VG-10

20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 clause 508. Including cost of Bitumen VG-10 Using Departmental Hot Mix Plant

Seal Coat- Providing and laying Type C seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall clause 510 Including cost of Bitumen VG-10 Using Departmental Hot Mix Plant

Construction of subgrade & shoulders with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical specification clause 301.5. (Patri)

Earth work in excavation in trenches for foundation pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the En.-In-Charge. PWD 251

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. PWD SOR 280

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. PWD SOR 307(a)