Construction of Ismailabad to Doctor khera link road

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification clause 301.5

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, complete as per(MORD) Technical Specification Clause 401.

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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/binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading as per (MORD) Technical Specifications Clause 405.

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical specification clause 405.

Construction of Shoulder with approved material obtained from borrow pits with all lift & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

Providing and applying prime coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical specification clause 502.

Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer and cleaned with mechanical broom as per Technical Specification clause 503.

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 TypeA or Type B or Type C as per Technical specification clause 508.

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA,TypeB and Type C as per Technical specification Clause 510.

Brick edging on both side of the road of 1st class brick 8 cmm(3") wide and 12cm (4.5") deep laid with mud mortar all labour finished ti the required template and in proper aligment and also encluding dressing and ramming the excavated earth including all

E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251

Supply of 350 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc.

Concrete with 4 cm gauge brick ballast, fine sand of 1.25 fineness modulus and cement in proportion of 1:3:6 in foundation and under flooring supply of all materials, labour and T&P etc. requuired for propar completion of the work as per Sl.No. 273

Supply & Laying of 40mm brick ballast mixed with sand below pipe as bedding in haunch of pipe.

First Class brick work in 1 : 4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. S.I. No. 303

Stuck pointing in 1:2 cement & fine sand mortar on brick work including supply of all materials, labour and T&P etc Requuired for proper completion of work as per S.I No. 576

Supply of 1000 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc.

Maintenance of constructed road for next five year after completion, the contractor shall be paid total maintenance cost as Rs for five year in the form of installment as below. The payment shall be inclusive of cess but excluding GST. Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor. From completion of 1 year to 2nd year 0.75% of Rs- 73.39 Lack

2nd year to 3rd year 1.5% of Rs- 73.39 lacks

3rd year to 4th year 2.25% of Rs- 73.39 Lacks

4th year to 5th year 3% of Rs- 73.39 Lacks

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