New Construction work of Gram Taharpur to Vaya Gangapur Hasanpur, Bada Shiv Mandir via kasba Jattari Road

Part-A (Bituminious work) 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 as per Technical Specification Clause 301.5 (Local Earth)

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 compecting 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 place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base

Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open-graded premix carpet of 20 mm 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 of Type-C as per Technical Specification Clause 508

Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510.

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. (Local Earth)

Part-B (Culvert work) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M 10) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1202&1203 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T