Balance work of link road from Pajenda to Shamani Km. 0.000 to 5.300 SH M.T. C.D work side drain essential parapets R.walls B.alls various RDs and maintenance for five year after completion HP06345

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mmto 22.4mm (fifty three millimetre to twenty two point four millimetre ) Grading-III75mm (seventy five millimetre) consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing,rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size11.2mm(eleven point two llimetre) nominal size at the rate 0.18 cum (zeropoint one eight cubic metre)and binding materials at the rate 0.06 cum (zero point zero six cubic metre) per 10 square metre (ten)and to fill-up the interstices of coarse aggregate, atering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydraulic brrom and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per MORD technical specification clause 502 by mechanical means and including haul aging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rates of 0.275 Kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying and rolling of open -graded premix carpet of 20 mm to thickness composed of 13.2 mm 5.6 mm course stone aggregate @0.27 cubic per 10 sqm mixed with 14.6 kg per 10sqm bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and hiting binder and agreegate in a suitable hot mix and laying with power furnished rolling with a three wheel 80/100 KN static finished to required level and grade to be followed by seal coat of type B as per technical specification clause 508 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type B as per technical specification clause 510 (SS-II)(Viscosity) grade 10 @6.8 per 10sqm premixed with 0.06 cubic of fine aggregate per 10 sqm by mechanical means and rolling with power rolled roller with three wheel 80/100 KN capacity as per the entire satisfaction and direction of Engineer-in-Charge

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 4 (vi) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two Thousand Four) for rural roads including hauling/ carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.- Routine maintenance for 1st Year

Routine Maintenance for 2nd Year

Routine Maintenance for 3rd Year

Routine Maintenance for 4th Year

Routine Maintenance for 5th Year