C.O. Balance work of link road from Togi to Dhair Km. 0.000 to 1.975 SH M.T. C.D work side drain essential parapets R.walls B.walls at various RDs and maintenance for five year after completion HP06316

Amount

Construction of granular sub-base by providing well graded materials, spreading in uniform layer 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 technical specifications clause 401 including hauling of materials through all modes of transportation with in all leads and lifts as per the entire satisfaction and direction of Engineer-in -charge complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm (sixty three millimetre to forty five millimetre ) Grading-II 75mm ( 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 and grade camber, applying and brooming, stone screening type-B of size 11.2mm(eleven point two millimetre) nominal size at the rate 0.20 cum (zero point two zero cubic metre) and binding materials at the rate 0.06 cum (zero point zero six cubic metre)per 10 square merte (ten) and to fill-up the interstices of course aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means andas per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all and lifts as per the entire satisfaction and direction of Engineer-in –charge complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mmto 22.4mm (fifty three millimetre to twenty two point four millimetre ) Grading-III 75mm (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.

Low porosity 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 0.70-1.0 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 applying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment., rolling with smooth sheeled, vibratory and teandem roller to achieve the desired compaction as per MORTH specification clause No. 509 complet in all respect

Providing and laying concrete for plain/ reinforced concrete in open doundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1230 nominal size 1:3:6 including haul aging of material in all leads, lifts 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