Construction of NH-25 to Adarsh Nagar Nahar pulia tak Missing link road link road

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 crosssections, and transporting to the embank

Construction of Subgrade with Material Obtained from Borrow Pits (For Local Earth Work) Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-inCharge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Granular Sub-base with Well Graded Material (Table 400.1) (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 with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material

Providing, laying, spreading Material on a prepared sub base, cement @ 4% by the weightof the spread material manually mixing in place with Rotavator and compacting with Road Roller at OMC to achieve the desired unconfind compressive strength and to form a layer of Base.

Construction of Shoulder (Parti) with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as pertTechnical Specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 either Type A or Type B or Type C as per

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fali using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means Case-1: Type A (1)Bitumen (S-90)

1000 mm Hume pipe Culvert

Maintenance of constructed road for next five year after completion, the contractor shall be paid total maintenance cost as Rs for five year in the form of installment as below. The payment shall be inclusive of cess but excluding GST. Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor. From completion of 1 year to 2nd year 0.75%

2nd year to 3rd year 1.5%

3rd year to 4th year 2.25%

4th year to 5th year 3%

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