New construction work of Gaurhari to Luhari road

Clearing and Grubbing road land incluiding urooting wild vegetation grass, bushes, shrubs, saplings and trees of girth up to 300mm romoval of strumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Techical Specification Clause 201

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil)

Construction of subgrade 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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete.

Cement treated subbaseProviding, laying, spreading Material on prepared sub grade 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 to form a layer of subbase.

cement treated BaseProviding, laying, spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road rollar at OMC to achieve the desired unconfined compressive strength 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 bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) 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 Technical Specification Clause 508.Case - I By Manual Means(I)

Seal CoatProviding and laying seal coat by Manual Means with VG-10 Grade Bitument 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

Construction of subgrade 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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete.

Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stups and other deleterious material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9

PCC, G- M-10 (1:3:6)Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702.704, 1202 and 1204 (RCR in 1:4)

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification clauses 613.3 and 1204

P.C.C. grade M-20 Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204

Providing weep holes in Brick asonry/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing face. Complete as per drawing and Technical specifications

R.C.C. grade M 25Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (RCC 1:2:4)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Substructrue complete as per drawing and Technical Specifications Clauses1002,1005, 1010 and 1202

R.C.C. grade M 30Providing and laying cement Concrete wearing course for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Techical Specification Clause 1302.

Providing and laying reinforced Cement Concrete Pipe NP-3 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, back filling, concrete and masonry works in head walls and parapets Clause 1106. (1000mm dia)

Providing and laying reinforced Cement Concrete Pipe NP-3 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, back filling, concrete and masonry works in head walls and parapets Clause 1106. (600 mm dia)

Providing and laying reinforced Cement Concrete Pipe NP-3 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, back filling, concrete and masonry works in head walls and parapets Clause 1106. (350 mm dia)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Km stone)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Hecto Meter stone)

Poviding & fixing of retro reflective sign board size 1200x900 mm made of 2mm alloy aluminium sheet and 4 mm thick aluminium composite panel sheet fully covered with high intensity retro reflective sheet with MS angle frame of 35x35x5 mm angle iron aluminium sheet painted with 2 coat smoke grey or sky blue paint leg 75x40 mm channel 3 m long complete (size 1200x900mm) (1.08 sq. Mtr.)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 20 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 20)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 20 (Excluding G.S.T.) Maintainance of Second Year (@0.75% of Total Work Amount of 1 to 20)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 20 (Excluding G.S.T.) Maintainance of Third Year (@1.50% of Total Work Amount of 1 to 20)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 20 (Excluding G.S.T.) Maintainance of Fourth Year (@2.25% of Total Work Amount of 1 to 20)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 20 (Excluding G.S.T.) Maintainance of Fifth Year (@3% of Total Work Amount of 1 to 20)

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