Widening work of Renuka Dham Road (Shanidev Temple) from NH-2 in Agra district

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 within all lifts and lead upto 1000m.

Construction of embankment with approved material deposite site from roadway cutting and excavation from drain & foundation of other structures grade and compected to meet requirement of table 300-2

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Construction of Granular Sub-Base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clauses 401.As per MoRT&H clause 401(b)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam (45-63) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static roller in stages to proper grade and Camber MORD Specification 405.2

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 @ 0.25kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete For BC

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (VG-10) bitumen 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 Type C as per Technical specification clauses 508.

Providing, laying seal coat by means with VG-10 Bitumen sealing the void in a bituminous surface laid to the specified levels grade cross fall usingType C as per Technical specification clauses 510.

Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Agra)

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.

Supply & Laying of 350mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supply & Laying of 600mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supply & Laying of 1000mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.s including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Class 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P required for proper completion of work including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and approved drawings.

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing Ch- 13 Si No- 1. including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Plain Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

Reinforced Cement Concrete (M-20) in open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete and technical specifications including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supply & Laying of I shaped (Zigzag) precast Interlocking tiles of thickness (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 100 mm (Rubber molded Grey)

Maintenance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. Including royalty on materials. GST shall be paid extra as applicable at the time of payment. (Total work amount 13496054.00)

Maintainance of First Year (@0.00% of Total Work Amount of 1 to 24)

Maintainance of Second Year (@ 0.25% of Total Work Amount of 1 to 24)

Maintainance of Third Year (@ 0.50% of Total Work Amount of 1 to 24)

Maintainance of Fourth Year (@ 0.75% of Total Work Amount of 1 to 24)

Maintainance of Fifth Year (@ 1% of Total Work Amount of 1 to 24)

Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment

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