Aurangabad Municipal Corporation has published Providing Bituminous Patchwork At Various Places Of Ward No. 09, 10, 11, 28, 29 And 30 In Zone No. 04. Submission Date for this Tender is 17-10-2022. Road Work Tenders in aurangabad Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 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 CONEYING THE EXCAVATED MATERIALS WITH ALL LIFTS UPTO A LEAD OF 50M AND SPREADING FOR EMBANKEMNT OR STACKING AD DIRECTED |
| 2 | CONVEYING MATERIALOBTAINED 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 OVER 50M TO 300M INCLUSIVE FROM THE SITEOF EXCAVATION TO THESITE OF DESPOSITION AS |
| 3 | SUPPLYING HARD MURUM/ KANKAR AT THE ROAD SITE, INCLUDING CONVEYING AND STACKING COMP. |
| 4 | SPREADING HARD MURUM FOR SIDE WIDTH ETC.COMP. |
| 5 | COMPACTING THE HARD MURUM SIDE WIDTHS INCLUDING LAYING IN LAYERS ON EACH SIDE WITH POWER ROLLER INCLUDING ARTIFICIAL WATERING ETC. COMP. |
| 6 | WET MIX MACADAM -- PROVIDING, LAYING, SPREADING AND COMPACTING GRADED STONE AGGREGATE 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 LAYERS WITH PAVER IN SUB- BASE/ BASE COURSE ON WELL PREPARED SURFACE AND COMPACTING WITH VIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY. LAYING BY |
| 7 | PROVIDING, LAYING AND COMPACTING OF BUILT-UP-SPRAY GROUT LAYER 75MM THICK OVER PREPARED BASE CONSISTING OF TWO LAYERS COMPOSTE CONSTRUCTION OF COMPACTED CRUSHED COARSE AGGREGATES WITH APPLICATION OF BITUMINOUS BINDER OF VG-30 GRADE @ 1.520KG/ SQM AFTER EACH LAYER. (i.e. 1.520 X 2 = 3.04 |
| 8 | PRIME COAT - PROVIDING COAT WITH BITUMEN EMULSION ON PREPARED SURFACE OF GRANULAR BASE INCLUDING CLEANING OF ROAD SURFACE AND SPRAYING,PRIMER AT THE RATE OF 0.60KG/ SQM USING MECHANICAL MEANS. |
| 9 | BITUMINOUS MACADAM :- PROVIDING AND LAYING BITUMINOUS MACADAM USING CRUSHED 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 DENSCITY FOR 80/100 MM COMPACTED THICKNESS WITH DRUM MIX TYPE HOT MIX PLANT WITH SCADA HAVING COMPLYING ESSENTIAL FEATURES OF HOT MIX PLANT AS PER IRC-27-2009 SPECIFIED CONDITIONS AND ATTACHMENTS SUCH AS ELECTRONIC LOAD SENSOR BASED BELT CONVEYERS, AUTOMATIC SYNCHRONIZATION OF BITUMEN AND AGGREGATE FEDDER, BUILT IN DUST CONTROLLER SYSTEM AND PLC FOR DRUM MIX PLANT, SENSOR PAVER AND VIBRATORY ROLLER EXCLUDING PRIME/ TACK COAT ETC. COMP. BITUMEN 3.30% OF SPECIFIED GRADE (VG-30 BULK BITUMEN RATES ARE CONSIDERED TO ARRIVE AT RATES) |
| 10 | PROVIDING AND APPLYING TACK COAT ON THE PREPARED SURFACE HEATING BY FAMES IN BOILER AND SPRAYING BITUMEN WITH SPRAYER ON DRY/ HUNGRY B.T. SURFACE 3KG/ 10 SQM. VG-30 BULK BITUMEN |
| 11 | BITUMINOUS CONCRETE :- PROVIDING AND LAYING BITUMINOUS CONCRETE USING CRUSHED AGGREGATE OF GRADING 1, PREMIXED WITH BITUMINOUS BINDER @ 5.40% BY WEIGHT OF TOTAL MIX AND FILLER, 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 50MM COMPACTED THICKNESS WITH DRUM MIX PLANT WITH SCADA, SENSOR PAVER AND VIBRATORY ROLLER EXCLUDING PRIME/ TACK COAT ETC. COMPLETE - BITUMEN OF SPECIFIED GRADE WITH STONE DUST FILLER. (VG-30 BULK BITUMEN RATES ARE CONSIDERED TO ARRIVE AT RATES) |
| 12 | PROVIDING BITUMINOUS TYPE A LIQUID SEAL COAT ON BITUMINOUS SURFACE INCLUDING SUPPLYING ALL MATERIALS AND BITUMEN OF VG-30 GRADE PREPARING EXISTING ROAD SURFACE, HEATING AND APPLYING BITUMEN @ 0.98 KGSQM BY MECHANICAL MEANS |
| 13 | TESTING OF EXTRACTION AND SIEVE ANALYSIS OF BITUMINOUS MIX .. ETC. COMP. |
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