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| 1 | EXCAVATION FOR ROADWAY IN EARTH, SOIL OF ALL SORTS, SAND, GRAVEL OR SOFT MURUM INCLUDING DRESSING SECTION TO THE REQUIRED GRADE, CAMBER AND SIDE SLOPES AND CONVEYING THE EXCAVATED MATERIALS WITH ALL LIFTS UPTO A LEAD OF 50M. AND SPREADING FOR EMBANKMENT OR STACKING AS DIRECTED.MORTH 301 |
| 2 | REMOVING RICH MIX CEMENT CONCRETE INCLUDING STACKING THE SPOILS AS DIRECTED WITH ALL LEADS, LIFTS ETC. COMPLETE. AS DIRECTED BY ENGINEER IN CHARGE |
| 3 | CONVEYING MATERIALS OBTAINED FROM ROAD CUTTING INCLUDING ALL LIFTS, LAYING IN LAYERS OF 20CM. TO 30CM. BREAKING CLODS, DRESSING TO THE REQUIRED LINES, CURVES, GRADES AND SECTION, WATERING AND COMPACTING TO NOT LESS THAN 97% OF STANDARD PROCTOR DENSITY FOR A LEAD OF 300M. TO 500M. INCLUSIVE, FROM THE SITE OF EXCAVATION TO THE SITE OF DEPOSITION AS DIRECTED. MORTH 305 |
| 4 | CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING CLOSE GRADED MATERIAL, MIXING IN A MECHANICAL MIX PLANT AT OMC, CARRIAGE OF MIXED MATERIAL TO WORK SITE, SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPARED SURFACE AND COMPACTING WITH VIBRATORY POWER ROLLER TO ACHIEVE THE DESIRED DENSITY, COMPLETE AS PER CLAUSE 401 -- PLANT MIX METHOD AND GRADING - II MATERIAL MORTH 401 |
| 5 | SCARIFYING THE EXISTING GRANULAR ROAD SURFACE TO A DEPTH OF 50MM BY MANUAL MEANS AND DISPOSAL OF SCARIFIED MATERIAL WITHIN ALL LIFTS AND LEADS UPTO 1000 METRES. MORTH 501.8.2.1 |
| 6 | PROVIDING AND APPLYING TACK COAT ON THE PREPARED SURFACE HEATING BY FLAMES IN BOILER AND SPRAYING BITUMEN WITH SPRAYER ON GRANULAR SURFACE TREATED WITH PRIMER @ 2.75 KILOGRAM/ 10 SQUAREMETRE VG-30 BULK BITUMEN RATES ARE CONSIDERED TO MORTH 503 |
| 7 | BITUMINOUS MACADAM:-- PROVIDING AND LAYING BITUMINOUS MACADAM USING CRUSED AGGREGATE OF GRADING 1, PREMIXED WITH BITUMINOUS BINDER, TRANSPORTED AT SITE WITH VTS LAID OVER A PREVIOUSLY PREPARED SURFACE, FINISHED TO THE REQUIRED GRADE, LEVEL, ALIGNMENT, AND ROLLING TO ACHIEVE THE DESIRED DENSITY FOR 80/100MM COMPACTED THICKNESS WITH 3.3% SPECIFIED GRADE OF BITUMEN USING BATCH MIX TYPE HOT MIX PLANT WITH SCADS, SENSOR PAVER, VIBRATORY ROLLER (VG-30 BULK BITUMEN RATES ARE MORTH 504 |
| 8 | BITUMINOUS CONCRETE : PROVIDING AND LAYING BITUMINOUS CONCRETE USING CRUSHED AGGREGATES OF GRADING 1 PREMIXED WITH BITUMINOUS BINER @ 5.20 PER CENT BY WEIGHT OF TOTAL MIX AND FILLER, TRANSPORTED TO SITE WITH VTS, LAID OVER A PREVIOUSLY PREPARED SURFACE, FINISHED TO THE REQUIRED GRADE, LEVEL, ALIGNMENT, AND ROLLING TO ACHIEVE THE DESIRED COMPACTION FOR 50MM COMPACTED THICKNESS WITH SPECIFIED GRADE OF BITUMEN, EXCLUDING PRIME/ TACK COAT FOR BITUMEN OF SPECIFIED GRADE USING BATCH MIX TYPE HOT MIX PLANT WITH SCADA, SENSOR PAVER, VIBRATORY ROLLER WITH STONE DUST FILER (VG-30 BULK BITUMEN RATES ARE CONSIDERED TO ARRIVEMORTH 509 |
| 9 | PROVIDING BITUMINOUS TYPE OF LIQUID SEAL COAT ON BITUMINOUS SURFACE INCLUDING SUPPLYING ALL MATERIALS & BITUMEN OF VG-30 GRADE PREPARING EXISTING ROAD SURFACE, HEATING AND APPLYING BITUMEN @ 0.98 KGSQM. BY MECHANICAL MEANS, SPREADING CHIPS AND ROLLING BY STATIC ROLLER HAVING WEIGHT 8 TO 10 MT ETC. COMPLETE. MORTH 513 |
| 10 | ROAD MARKING WITH HOT APPLIED THERMOPLASTIC COMPOUND WITH REFLECTORIZING GLASS BEADS ON BITUMINOUS SURFACE- PROVIDING AND LAYING OF HOT APPLIED THERMOPLASTIC COMPOUND 2.5 MM THICK INCLUDING REFLECTORIZING GLASS BEADS @ 250 GMS PER SQM AREA, THICKNESS OF 2.5 MM IS EXCLUSIVE OF SURFACE APPLIED GLASS BEADS AS PER IRC:35 .THE FINISHED SURFACE TO BE LEVEL, UNIFORM AND FREE FROM STREAKS AND HOLES COMPLETE.MORTH 803.4 |
| 11 | SUPPLYING & FIXING OF MOLDED SHANK RAISED PAVEMENT MARKERS / CATS EYEMADE OF POLYCARBONATE AND ABS MOULDED BODY AND REFLECTIVE PANELS WITH MICRO PRISMATIC LENS CAPABLE OF PROVIDING TOTAL INTERNAL REFLECTION OF THE LIGHT ENTERING THE LENS FACE AND SHALL SUPPORT A LOAD OF 16000 KG TESTED IN ACCORDANCE TO ASTM D 4280 TYPE H AND COMPLYING TO SPECIFICATIONS OF CATEGORY A OF MORTH CIRCULAR NO RW/NH/33023/10-97. DO III DT 11.06. 1997. THE HEIGHT, WIDTH AND LENGTH SHALL NOT EXCEED 50 MM, 100 MM AND 102 +/- 2 MM AND WITH MINIMUM REFLECTIVE AREA OF 13 SQCM ON EACH SIDE AND THE SLOPE TO THE BASE SHALL BE 35 +/- 5 DEGREE. THE STRENGTH OF DETACHMENT OF THE INTEGRATED CYLINDRICAL SHANKS, (OF DIAMETER NOT LESS THAN 19 +/- 2 MM AND HEIGHT NOT LESS THAN 30+/- 2 MM) FROM THE BODY IS TO BE A MINIMUM VALUE OF 500 KGF. FIXING WILL BE BY DRILLING HOLES ON THE ROAD FOR THE SHANKS TO GO INSIDE, WITHOUT NAILS AND USING EPOXY RESIN BASED ADHESIVE AS PER MANUFACTURER?S RECOMMENDATION AND COMPLETE AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL SUBMIT A TWO YEAR WARRANTY FOR SATISFACTORY FIELD PERFORMANCE INCLUDING STIPULATED RETRO-REFLECTANCE OF THE REFLECTING PANEL,TO THE ENGINEER. MORTH 804 |
| 12 | SOLAR RAISED PAVEMENT MARKERS MADE OF POLYCARBONATE MOLDED BODY WITH CIRCULAR SHAPE, SOLAR POWERED, LED LEFT ILLUMINATION IN ACTIVE MODE, 360 DEGREE ILLUMINATION AND REFLECTIVE PANELS WITH MICRO PRISMATIC LENS. AS DIRECTED BY ENGINEER IN CHARGE. |
| 13 | SUPPLYING HARD MURUM/ KANKAR AT THE ROAD SITE INCLUDING CONVEYING AND STACKING COMPLETE. MORTH 408 |
| 14 | SPREADING HARD MURUM/ SOFT MURUM/ GRAVEL OR KAKNAR FOR SIDE WIDTH COMPLETE MORTH 408 |
| 15 | COMPACTING THE HARD MURUM SIDE WIDTHS INCLUDING LAYING IN LAYERS ON EACH SIDE WITH POWER ROLLER INCLUDING ARTIFICAL WATERING ETC. COMP. MORTH 408 |
