NH-5 to Rangipur via Kanisi Tahasil office_Road_WBM G-III ,PMC Seal Coat, and Retaining Wall-both side-_1.000 to 1.200 1.100 to 1.170

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, T and P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Providing, conveying, spreading moorum or gravel and consolidation with H.R.R. including watering and cost, conveyance, royality of all materials etc. complete as per direction of the Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pit with all lifts and leads,transporting to site by mechanical means with in lead of 5 Kms, spreading grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRT and H Spections for road and Bridge works 4th Revision.

Providing & laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade and camber and turfedging including hire and running charges of Roller and all other machineries including all labour, T and P and cost, conveyance royalty and of all materials required for the work with Cess etc complete in all respect as per specification and direction of the Engineer-in-charge.Gr-iii

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoSRT and H Specifications for Road and Bridge works 4th Revision.

Providing and laying tack coat over the prepared surface of penetration grade of bitumen 60/70 after scrapping clearing the road surface with cost conveyance royality T and P of bitumen and other all materials including hiire and running charges of Tar boiler and labour charges as required for the item of work etc complete including Cess as per specification and direction of Engineer-in-charge.Over grannular surface 3.00 Kg/10 sqm

Over grannular surface 2.00 Kg/10 sqm

Providing & laying 20mm thick premix carpet using 0.18 Cum of 13.2 mm and 0.09 cum of 11.2 mm size chips for 10sqm on road surface using 14.60 Kg. penetration grade of bitumen 80/100 for 10 Sqm over the prepared surface including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T and P articles and also including cost conveyance royalties and of chips and bitumen with cost of all labour charges and Cess etc complete as per specification and direction of the Engineer-in-Charge.

Providing and laying 6mm thick pre-coated seal coat type B using 0.06 cum of 6.7 MMsize h.b.g. chips and down graded as per sieve analysis per 10 Sqmand 6.8 Kg ofbitumen 80/100 for 10 sqm on the road surface area and rolling with PRRincluding hire and running charges of PRR and all othermachineries, cost, conveyance and royality ofmaxphalt, 6mm size hard black granite chips with all labour, T and P and Cess required for the work etc complete as per specification and direction of Engineer-in-Charge.

Earth work in excavation in foundation in hard soilincluding hard moorum, stony earth mixed with boulders except sheet rock and boulders requiring blasting with all leads and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour, Cess and T and P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge.