Balichhai road to Dunguri - Bhatakhali Road

Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer-in-charge.

Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 and as per direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, moorum & sand to fill-up the interstices of coarse aggregate, watering and compacting to the required density including Royalty, Cost of coneyance, DMF (10% over royalty), EMF (5% over royalty) & Addl. Charges as admissible etc complete as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge. (Grading No.-III)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean)

Providing, laying & rolling of the open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregates using VG-30 penetration grade bitumen @ 14.6Kg/10Sqm to required line grade & level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grades to be followed by seal coat of Type B including Royalty, Cost of coneyance, DMF (10% over royalty), EMF (5% over royalty) & Addl. Charges as admissible etc complete as per technical specification Clause-506 of MORD by Mannual Means & as per direction of Engineer-in-Charge.

Providing & laying 6mm thick precoated seal coat Type-B using 0.06 Cum of 6.7mm size chips as per sieve analysis and 6.8Kg of VG-30 grade bitumen per 10 Sqm. including hire and running chages of PRR, hot mix plant, tar boiler and all other T&P articles by manual means including Royalty, Cost of coneyance, DMF (10% over royalty), EMF (5% over royalty) & Addl. Charges as admissible etc complete as per technical specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.

Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only

Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge.

Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.