FORMATION OF BT ROAD

Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900

Providing and Laying Wet Mix Mecadam Using 0.396m3 of 45-22.40mm Graded metal, 0.528m3 of 22.40-2.36 mm graded metal and 0.396m3 2.36 and below size graded metal premixing with water to a densemass on a prepared subgrade / base to temple in uniform 15cm Consolidated thickness and consolidation with Vibratory roller of 8 to 10 tonne capacity in stages to proper grade and camber rolling with protecting edges, etc completing with MORTH specification Clause 406.

Providing and laying prime coat over WMM surface using 7 Kgs of Emulsion Bitumen at the rate of per ten square metre for preparatory to another bituminous construction over it including cost of material, labour charges rentals for machinary, fuel and all other incidental charges etc., complete as per clause of 502 of MORTH specification. Rev-5.

Providing and laying tack coat over WMM surface treated with primer using 2.50 Kgs of Emulsion Bitumen at the rate of per ten square metre for preparatory to another bituminous construction over it including cost of material, labour charges rentals for machinary, fuel and all other incidental charges etc., complete as per clause of 502 of MORTH specification. Rev-5.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20 -2.36mm and 0.23 cum of 2.6mm & below and with 53.20 kgs of VG30/ VG 40 bitumen for premixing per 10sqm including cost and conveyance of all meterials to CMP site , heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to work site , spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by vibratory / pneumatic roller to the required density etc ., including labour for attending to paver ay site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver Finisher ,/9 m paver finisher, vibratory / pneumatic rollers and all other tools and plant reauired , including fuel and all other incidental charges etc ., complete and per specification using CMP as per clause 505 MORTHRev-5

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00- 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26 cum of 2.36mm & below and with 50.30 kgs of VG30/ VG 40 bitumen for premixing per 10sqm including cost and conveyance of all meterials to CMP site , heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to work site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone vibratory / pneumatic roller to the required density etc ., including labour for attending to paver ay site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver Finisher ,/9 m paver finisher, vibratory / pneumatic rollers and all other tools and plant reauired , including fuel and all other incidental charges etc ., complete and per specification using CMP as per clause 507 MORTHRev-5