New Construction of Ganga Ghat connecting road from G.T. Road via Saraiya Ghat Road and Allapur Baseni. (Including 05 Years maintenance cost)

Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per technical specification clause 301.5

Providing, laying and spreading material on a prepared subgrade, adding cement @ 2% 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 sub-base.

Providing, laying and spreading material on a prepared sub-base, cement @ 4% by weight to the spread material manually, mix 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 subbase/base.

Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD

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 C as per Technical Specification Clause 508. Case - II By Mechanical Means(HMP 30/40) (I) Bitumen VG-10

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Case - III : Type C By Mechanical Means(HMP 30/40) (I) Bitumen VG-10

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..

5 years Maintinance Charges of Bituminous Work @7.5% Maintenance of Bituminous surface road and/or gravel road and/or WBM road including filling potholes and patch repair etc., Restoration of rain cuts and dressing of side slopes/ berms, Making of berms/ Shoulders, Maintenance of drains, Maintenance of culverts, Maintenance of gaurd rails and parapet, Maintenance of road signs,speed breakers, standing tree adjacent to road wherever required, Maintenance of 200 m and Kilometer stones, Cutting of branches of trees, shrubs and trimming of grass and weeds etc., White washing of parapets including CD works, Painting of Guard Stones, Re-Fidding of displaced gaurd stones as direction of E/I for the period of 5 Years from the Actual completion of Work As per GO. 17/2024/SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 and ENC letter no. 36890C/RMC/Mool-23-24 Dated 17.02.2024 (Maintenance Charges- For 1st [email protected]%, For 2nd [email protected]%, For 3rd [email protected]%, For 4th [email protected]%, For 5th [email protected]%)

Earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth including all labour, T&P etc. for proper completion of work, as directed by Engineer Incharge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6