Construction of Sonauli -Nautanwa -Gorakhpur Road Parsauna to Kushaha to Kali Sthan Nawadih Link road FY 2025-26 With 5 Year Maintenance Lot No- 1 of 2

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 301.5 & Sr. No. 3.4 (Cartage Earth) (Including labour cess but GST will be paid extra as applicable)

CTSB- Providing, laying and spreading Material on a prepared sub grade, added OPC Cement @ 2% by weight to the spread material, maunually, 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. (Including labour cess but GST will be paid extra as applicable)

CTB- Providing, laying and spreading Material on a prepared sub Base, added OPC 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.(Including labour cess but GST will be paid extra as applicable)

Tack Coat- Providing and applying tack coat with bitumen VG- 10 grade using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. As per T.S.C. 503 & MORD SR N0-5.2(IV). (Including labour cess & Bitumen but GST will be paid extra as applicable)

Premix Carpet- Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates (Dala quarry) either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. as per T.S.C. 508. & MORD SR N0-5.9 (Including labour cess & Bitumen but GST will be paid extra as applicable)

Seal Coat type C- Providing and laying seal coat by manual means with VG- 10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per T.S.C. 510 & MORD SR N0-5.12 (Including labour cess & Bitumen but GST will be paid extra as applicable)

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 303.1 & Sr. No. 3.14 (Cartage Earth) (Including labour cess & Bitumen but GST will be paid extra as applicable)

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 Specification No. 302 II Sr. No. 3.5 (Including labour cess but GST will be paid extra as applicable)

Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical specification Clause 800, 802, 803, 1200, 1202 & 1203 & Sr No-11.4(I) PCC Grade M-10 (ii) Nominal mix 1:3:6 (Including labour cess but GST will be paid extra as applicable)

Brick masonry work in Cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clause 1202 and 1203 II. Brick masonery in 1:4 cement mortar S.No. 11.5 (ii) & Specification 600 & 1200 (Including labour cess but GST will be paid extra as applicable)