Janpad Maharajganj me Gram Bhagwanpur Amahwa Jharuta ghat par Seu 5x5x5 M Box culvert pahuch marg awam Atirikt pahuch marg ka Nirman Kary Lot No 1 of 1

Construction of embankment with 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 & MORD specification Sr N0-3.4 (GST will be paid extra as applicable but including labour cess)

CTSB- Providing, Laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 2% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar sub-base. (GST will be paid extra as applicable but including labour cess)

CTB- Providing, Laying and spreading Material on a prepared sub-base, adding cement (OPC) @ 4% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar base. (GST will be paid extra as applicable but including labour cess)

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 specification Sr N0-5.2(IV). (GST will be paid extra as applicable but including labour cess & Bitumen.

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 specification Sr No-5.9 (GST will be paid extra as applicable but including labour cess & Bitumen.

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 specification Sr. N0-5.12 (GST will be paid extra as applicable but including labour cess & Bitumen.

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & Iead upto 30 m. Including filling, watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty). as per S.I. No 251 (GST will be paid extra as applicable but including labour cess & Bitumen.

Concrete with 4cm(1½"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all materials, Iabour and T&P etc. required for proper completion of the work. as per S.I.No. 275 (GST will be paid extra as applicable but including labour cess & Bitumen.

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

Supply of 600 mm dia Hume pipe NP-3 type (GST will be paid extra as applicable but including labour cess & Bitumen.