Construction work of Banhaita Gidha Pitch Road to Khairi to Kasimpur Jigani Link Road in Distt Gorakhpur in FY 2026-27 Including 05 Year Maintenance Lot No 5 of 20

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m,transporting to site including grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as peer technical specification. clause 301.5. (GSTshall be paid extra as per applicable)

(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401 (GSTshall be paid extra as per applicable)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (GSTshall be paid extra as per applicable)

Construction of un-reinforced, plain cement concrete pavement thickness 150mm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batch using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finshed in continous operation including provision of contraction, expansion, joints, joint filler, separation membrane, bitumenous sealant, joint sealant.In proper lines and grades as per drawing and Technical Specification Clause 1501 including proper quring(GSTshall be paid extra as per applicable)

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and lead transporting to site including grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per technical specification. clause 303.1. (GSTshall be paid extra as per applicable)

Excavation for Structures / Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. / Rate as per item No.11.1 of Chapter 11 / Rate as applicable for the type of soil/rock are to be taken (GSTshall be paid extra as per applicable)

Bedding for Pipe / (ii) Type B (First Class) Bedding / Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) / Rate as per Item No.11.2 of Chapter 11 (GSTshall be paid extra as per applicable)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 /Rate as per item No.11.4 of Chapter 11 (GSTshall be paid extra as per applicable)