Construction of road from Nauni to Dharon Ki Dhar Via Annu GP Nauni Manjlhhon Km0/0 to 7/500

Amount

Providing and laying, spreading by manual means and compacting to 75mm ( seventy five milimeters) compacted thickness stone aggregates of Grading- II, 63mm to 45mm (sixty three milimeters to fourty five milimeters) size @ 0.91cum ( point nine one cubic meters) per 10 (ten) square meters to compacted thickness of 75mm (seventy five milimeters) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (eighty to hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone screening of type B of size 11.2mm (eleven point two milimeters) @ 0.20 (point two ) cubic meters per ten square meters and binding materials @ 0.60cum ( point six cubic meter) per 10 (ten) square meters to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per MORD Technical Specification Clause 405 (Four hundred five) and entire satisfaction & direction of Engineer-in-Charge, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing and laying, spreading by manual means and compacting to 75mm ( seventy five milimeters) compacted thickness stone aggregates of Grading- III, 53mm to 24.4mm (fifty three milimeters to twenty four point four milimeters) size @ 0.91cum ( point nine one cubic meters) per 10 (ten) square meters to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (eighty to hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone screening of type B of size 11.2mm (eleven point two milimeters) @ 0.18 (point one right ) cubic meters per ten square meters to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per MORD Technical Specification Clause 405 (Four hundred five) and entire satisfaction & direction of Engineer-in-Charge, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing and applying primer coat of viscus grade Bitumen VG 10 (ten) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.05 Kg. / sqm ( one point zero five kilogramme per square meter) using mechanical means as per MORD Technical Specification Clause 502 ( Five hundred Two) and entire satisfaction & direction of Engineer-in-Charge, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (Zero point two seven five kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three) and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing, laying by Manual means and rolling of open-graded premix carpet of 20 mm (twenty milimetre) thickness composed of 13.2 mm to 5.6 mm (thrirteen point two milimetre to five point six milimetre ) course stone aggregates / Crushed stone chipping at the rate 0.27 cum. ( zero point two seven) cubic metre per ten squre metre, 14.6 kg ( forteen point six ) kilogramme per ten Square metre viscosity grade bitumen (VG-10 ( ten)) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggeregate in a suitable hotmix plant 30/40 (thirty obliq forty) tonne per hour capacity transporting mixed material and laying with paver finisher and rolling with a three wheel 80-100 kN (eighty to hundred) capacity static road roller finished to required level and grades to be followed by seal coat of Type B as per MORD Technical Specification Clause 508 as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentals.

Providing and laying By Manual mean Type B seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross falls as per MORD Technical Specification Clause 510 using viscosity grade bitumen ( VG-10 ( ten)) at the rate 6.8 kg. ( six point eight kilogramme) per ten square metre premixed with Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 (zero point zero six) cubic metre per ten square metre in a Mixall 6/10 t (six to ten tonne) capacity and rolling with a three wheel 8-10 (eight to ten ) tonne capacity static road roller roller as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentals.

M/s Tanmit Construction

M/s rachin chaudhary

Paramjeet Singh Pannu

Rajesh Sahni