Repair of Road from Old DHS Road Passing through Satroad Khurd RD 0.00 to 1.120 in Hisar

Amount

P/L (200mm in two layer of 100mm each) lawatring nad compacting COARSE grade (Grade-III, i.e. Max aggregate size 75mm) GRANULAR SUB BASE to pecified lines, grade, and cross-sections and density, finished work to be measured under inter locking paver block.

Supply & laying of stone soiling 63-45 mm thick complete in all respect. Anaylsis also attach with estimate.N.S

Supply & laying of stone metal53-22.4 mm thick complete in all respect anaylsis also attach with estimate.N.S

Providing, laying, spreading and compacting 100mm thick compacted graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.406. (N.S.)

Providing and applying primer coat with bitumen emulsion (M.S grade) 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 MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.502. (N.S.)

roviding and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS)

Providing & Laying 50 mm thick compacted Dense Graded Bituminous Macadam (DBM) by using recycled material upto extent of 30% in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No. 505 MoRT&H specification for road and bridge works (5th edition) 2013 using minimum 4.50% (upto 75 mm thick) to bitumen grade VG-30 as binder content by weight of total mix, complete in all respect

Providing & Laying compacted 30 mm Bituminous Concrete (BC) in one layer with hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly.

Providing & Fixing 200M stone

Constg. 2' dia Hume pipe Culvent for water course

Providing & Marking center line/ Zebra Crossing with hot applied cthermo-plastic road marking paint complete in all respects such as furnishing all labour materials tools ,equipments including all incidental costs necessary for carrying out the work at site conforming to the techincal specification clause 803.4 of MoRT&H specification for road and bridge works (5th edition )2013 as directed by the Engineer .

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 mx 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painetd as per cloumn mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect.

Bidder Name

Amount

Jussu Construction Company

SKR CONSTRUCTION CO.

RAJ KUMAR MALIK CONTRACTOR

Jussu Construction Company

RAJ KUMAR MALIK CONTRACTOR

Jussu Construction Company

RAJ KUMAR MALIK CONTRACTOR