W/S OF MAGHAR KATSARA ROAD

Amount

Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fule charges of road roller, all labour T&P etc required for proper completion of work as Per Morth Technical Specefication Clause 305 Sr No 3.16

Excvation of fouandation in ordainary soil in making trenches to widening the existing road in 7.00 mtr width in proper alingments including lift up to 1.50 mtr and lead up to 30.00 mtr and including filling watering and ramming, excavated earth into trenches or in the side of embankment and removal & disposal of surplus earth as directed by incharge up to adistance of 30.00 mtr from the trenches in widening portion. as Per Morth Technical Specefication Clause 301 Sr No 3.06

Providing & laying of Granular Sub-Base by providing welll graded material, from approved quarry spreading in uniform layer with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired complete as per T.S. specification clasuse 401 for grading1 material.(in widening portion) as Per Morth Technical Specefication Clause 401 Sr No 4.01

Providing, laying, spreading and compacting stone aggregate from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layer with paver in sub-basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as Per Morth Technical Specefication Clause 406 Sr No 4.14

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC with 1% cement opc & 3.5% emulsion 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 direction of Ergineer-In-Charge.

Providing and applying Tack coat with bitumen VG-10 @ 0.20 kg per sqm. on the prepared bituminous/ granular surface cleaned with hand broom. including all type of labour, T&P etc complete for proper completion of the work. For B.C. as Per Morth Technical Specefication Clause 503 Sr No 5.02

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying 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 MORTH specification clause No. 509 complete in all respects

Interlocking :- Supply of 80mm thick I-shape zig-zag machenically compacted M40 Grade Inter Locking of cement concrete pavment block 200x(600+120)mm with 5mm thick toping of O.P. cement mixed 25% make paver block Tata Red (445/446) as per SOR NS-10all complete in all respects as per direction of E/I.

Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fule charges of road roller, all labour T&P etc required for proper completion of work as Per Morth Technical Specefication Clause 305 Sr No 3.16

Extention for 2x5.00 meter Span R.C.C. Culvert Excavation in foundation in ordinary soil, Loam or clay sand including lift up to 1.5 meter & elead up to 30.00 meter complete as reqired for proper completion of work. As Per SOR 253

Concrete foundation with 40mm gauge stone ballast with approve coarse sand and cement in proportion of 1:3:6 including all materials, Labour T & P etc complete as required for proper completion of works.as per SOR Ref. No. 280

Brick masonary work in 1:3 sub-structure complete excluding pointing and plastering as per drawing and technical specification as per SOR Ref. No. 307

Same as above but in super structure as per SOR Ref. No. 307 & 309

RCC work with cement & approve coarse sand, 20mm gauge stone ballast in the proportion of 1:1.5:3 (M-20) in bed block excluding S/O reinforcement but including its fixing in position and binding the same with 24 mm gauge binding wire and also including porviding and fixing necessary centring and shuttering and ets removal after completion of work and supply of all other matterial, labour T & P etc complete as per SOR Ref. No. 288A

Mild steel or iron work in plain work such as rainforcement concrete on or rainforcement B/W (when not including in overall rates) wrought to reqd. shape as nacessary in bending for the proper completion of work and including supply of steel and its wastage etc and all labour T & P etc required for proper completion of work as per SOR Ref. No. 504.

Struck cement pointing on brick work with cement & approved fine sand in proportion 1:3 I/C raking the joints washing and cleaning and S/O all material, labour and T &P etc. as per SOR Ref. No. 574

R.C.C. "U" TYPE DRAIN Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with As Per SOR 251

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. AS Per SOR 280

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-20) AS Per SOR 284(A)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications As Per SOR 504

05 Year Maintenance- 1st Year maintenance charge @ 0.00% including labour cess.(GST shall be paid extra).

2nd Year maintenance charge @ 0.25% including labour cess.(GST shall be paid extra).

3rd Year maintenance charge @ 0.50% including labour cess.(GST shall be paid extra).

4rth Year maintenance charge @ 0.75% including labour cess.(GST shall be paid extra).

5th Year maintenance charge @ 1.00% including labour cess.(GST shall be paid extra).

M/S Sudhir Kumar (BID ID -4994983)

M/S G S COATINGS (BID ID -4993903)