Construction work of Chakni Dahuganj link road via Shyam Patti Shiva Temple to Madhopur Bujurg Takiya Tola link road in Dist Kushinagar

(Construction of Embankment with Material obtained from Right of Way) Construction of embankment with approved material obtained from Right of Way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Excluding GST)

Granular Sub-base with Well Graded Material (Table 400-1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment 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 clause 401 (Excluding GST)

Cement treted Sub Base (2% Cement OPC) Providing,laying and spreding material on a prepared Sub grade adding cement @ 2% by wet to the spred material manually mixing in aplace Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Sub Base (Excluding GST)

Cement Treated Base (4% Cement OPC) Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base. (Excluding GST)

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

20mm thick Open-Graded Premix Carpet Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen.. (As per MORD Specification.) (Excluding GST)

Seal Coat Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen. (As per MORD Specification.) (Excluding GST)

Construction of Subgrade and Earthen Shoulders Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty).(Excluding GST)

Construction of 1x600 mm Hume pipe culvert Excavation of Foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up 30meter and including filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. (Excluding Royality) as per S.I. No. 251. (Excluding GST)

Concrete with 4cm (1.5"). Gauge stone ballast, fine sand of 1.25 fineness modulous and cement in proportion of 1:4:8 in foundation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of the work, As per S.I.No.-275.(Excluding GST)

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and Technical Specification clauses 602, 603, 604, 1202 & 1204. As per MoRD Sl. No.-12.1 and Specification no.- 600.(Excluding GST)

Pointing with cement mortar (1:3 ) on brick work as per drawing and Technical Specifications Clauses 613.3 7 1204. As per MoRD Sl. No.-12.2 and Specification no.- 600.(Excluding GST)

Providing and laying reinforced cement concrete pipe NP3 600 mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106(Excluding GST)

Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 13 @ Zero percent & for 2nd year @ 0.75%

Maintinance Charge for 3rd year @ 1.50%

Maintinance Charge for 4rth year @ 2.25%

Maintinance Charge for 5th year @ 3.0%

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