Municipal Corporation Tender
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Municipal Corporation - AMCA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 8,31,276
Costs
EMD
₹ 8,400Document Cost
₹ 600Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_AMCA_1084961_2Tender No
CSMC/DYENG/WARD04/2024/549Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://aurangabadmahapalika.org/
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Documents
BOQ Items
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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/ PAVER ON PREPARED SURFACE AND COMPACTING WITH VIBRATORY POWER ROLLER TO ACHIEVE THE DESIRED DENSITY, COMPLETE AS PER CLAUSE 401 -- PLANT MIX METHOD AND GRADING - I MATERIAL MORTH 401
56.16
2652
148953
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CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB- BASE OVER A PREPARED SUB-GRADE WITH COARSE AND FINE AGGREGATE ( VSI GRADE FINELY WASHED CRUSHED SAND) CONFORMING TO IS: 383, THE SIZE OF COARSE AGGREGATE NOT EXCEEDING 25 MM, CEMENT CONTENT NOT TO BE LESS THAN 150 KG/ CUM, OPTIMUM MOISTURE CONTENT TO BE DETERMINED DURING TRIAL LENGTH CONSTRUCTION, CONCRETE STRENGTH NOT TO BE LESS THAN 10 MPA AT 7 DAYS, MIXED IN A BATCHING PLANT/ WEIGH BATCH MIXER, TRANSPORTED TO SITE WITH ALL LEADS AND LIFTS, LAID WITH A PAVER WITH ELECTRONIC SENSOR /BY SUITABLE MEANS AS APPROVED BY ENGINEER-IN-CHARGE , COMPACTING WITH VIBRATORY ROLLER, FINISHING, CURING AND INCLUDING PREPARATION OF SUB-GRADE SURFACE IF REQUIRED ETC. COMPLETE. MORTH 601
5.29
4439
23486
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PROVIDING AND LAYING IN-SITU M30 GRADE UNREINFORCED PLAIN CEMENT CONCRETE PAVEMENT OVER A PREPARED SUB BASE WITH 43 GRADE CEMENT , COARSE AND FINE AGGREGATE CONFORMING TO IS 383, USING FINE & COARSE AGGREGATES COMBINED GRADATION AS PER TABLE 600-3 OF MORTH SPECIFICATION 2013, MIXED IN A BATCHING AND MIXING PLANT/ NON TILTING MIXER AND WEIGH BATCHER AS PER APPROVED MIX DESIGN, ADMIXTURES, TRANSPORTING TO SITE, SPREADING, LAYING WITH APPROVED MAKE PAVER,COMPACTED AND FINISHED IN A CONTINUOUS OPERATION, FINISHING TO LINES AND GRADES AS DIRECTED BY ENGINEER-IN-CHARGE AND CURING BY CURING COMPOUND /BY PROVIDING CEMENT VATA IN CEMENT MORTAR 1:8 @ 0.6M X 0.6M CENTRE TO CENTRE, ADMEASURING 80 MM AT BOTTOM AND 40 MM AT TOP WITH DEPTH OF 75MM AND MAINTAINING THE SAME THROUGH OUT CURING PERIOD BY ANY OTHER METHOD APPROVED BY ENGINEER-IN-CHARGE MORTH 602
4.8
8539
40988
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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 SQUARE METRE VG-30 BULK BITUMEN RATES ARE CONSIDERED TO ARRIVE AT RATES ) MORTH 503
892.02
21
18777
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BITUMINOUS MACADAM: PROVING AND LAYING BITUMINOUS MACADAM USING CRUSHED AGGREGATES OF GRADING 1, PREMIXED WITH BITUMINOUS BINDER, 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 80/100 MM COMPACTED THICKNESS WITH 3.3 % SPECIFIED GRADE OF BITUMEN. -- USING BATCH MIX TYPE HOT MIX PLANT WITH SCADA, SENSOR PAVER, VIBRATORY ROLLER. (VG-30 BULK BITUMEN RATES ARE CONSIDERED TO ARRIVE AT RATES) MORTH 504
22.3
8733
194765
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BITUMINOUS CONCRETE:- PROVIDING AND LAYING BITUMINOUS CONCRETE USING CRUSHED AGGREGATES OF GRADING 1, PREMIXED WITH BITUMINOUS BINDER @ 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 50 MM 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 FILLER. (VG-30 BULK BITUMEN RATES ARE CONSIDERED TO ARRIVE AT RATES) MORTH 509
17.84
12058
215131
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PROVIDING BITUMINOUS TYPE A 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
446
82
36844
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SCARIFYING THE EXISTING GRANULAR ROAD SURFACE TO A DEPTH OF 50 MM BY MANUAL MEANS AND DISPOSAL OF SCARIFIED MATERIAL WITHIN ALL LIFTS AND LEADS UPTO 1000 METRES. MORTH 501.8.2.1
100
49
4928
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SUPPLYING SOFT MURUM AT THE ROAD SITE, INCLUDING CONVEYING AND STACKING COMPLETE. MORTH 408
30
1006
30204
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SPREADING HARD MURUM/ SOFT MURRUM/ GRAVEL OR KANKAR FOR SIDE WIDTH COMPLETE MORTH 408
30
82
2485
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COMPACTING THE HARD MURUM SIDE WIDTHS INCLUDING LAYING IN LAYERS ON EACH SIDE WITH POWER ROLLER INCLUDING ARTIFICIAL WATERING ETC. COMPLETE. MORTH 408
200
22
4404
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PROVIDING AND FIXING HEAVY DUTY INTER LOCKING CONCRETE GRAY PAVING BLOCKS OF 60 MM THICKNESS OF HAVING A STRENGTH OF 300 KG/SQ.CM. OF APPROVED QUALITY AND SHAPE ON A BED OF CRUSHED SAND OF 25 TO 30 MM THICK INCLUDING SKIRTING JOINTS AND CLEANING ETC. COMPLETE. A DIRECTED BY ENGINEER IN CHARGE
30
922
27666
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PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE IN M15 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR STEPS INCLUDING STEEL CENTERING, PLYWOOD/STEEL FORMWORK, LAYING/PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING UNEVEN AND HONEYCOMBED SURFACE AND CURING ETC. COMPLETE. THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBED SURFACE, ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BE ALLOWED.),WITH FULLY AUTOMATIC MICRO PROCESSOR BASED PLC WITH SCADA ENABLED REVERSIBLE DRUM TYPE MIXER/CONCRETE BATCH MIX PLANT (PAN MIXER) ETC. COMPLETE. WITH FINE AGGREGATE ( CRUSHED SAND VSI GRADE ) BD.E.2 PAGE NO. 288 AND B.7 PAGE NO 38
1.17
7121
8332
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