Construction of a Minor bridge at Koron Naala from Mughal road to Katri Link Road in Km. 4 under Ghatampur Assembly Constituency.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Brick masonary, including unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause202

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause202

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 cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

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 as per MORD specification 401

Providing concrete for plan / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of MoRD M-10 grade.

Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of MoRD RCC grade M-25.

Providing concrete for plane / reinforced concrete in Sub structure complete as per drawing and technical specification clause 802,804,805,806,807and1202,1204 of MoRD RCC grade M-25.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4and1205.5 of MoRD RCC grade M-25.

Supplying, fitting and placing HYSD bar reinforcement complete in foundation as per drawing and technical specification clauses 1000 and 1202 .

Providing weep holes in brick masonry/ stone masonry, plain reinfoced concrete abutment, wing wall, return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards face complete as per drawing and technical specifications. 614, 709,1204.3,7

Providing and laying Cement Concrete, M-30 grade including Reinforcement complete as per Drawing and technical specification clauses800, &1206.3 of MoRD .

Providing and laying boulders apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fregment weighing not less than 25 kg , laid dry complete as per drawing and Technical specification. Clause 1301

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Construction of embankment with approved material obtained from borrow pits with a 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 a lead upto 1000 m as per technical specification clause 301.5

Laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 KN as per Technical Specification clause 412

Providing and laying reinforced cement concrete pipe NP3 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.

Construction of embankment with approved material obtained from borrow pits with a 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 a lead upto 1000 m as per technical specification clause 301.5 (For Carted Earth one Km)

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 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 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

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed 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 as per Technical Specification Clause 508 Mord

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 Mord

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..

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