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NTID 39821862
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Construction Of Internal Cemen, Aurangabad-MH - Tender Details
Explore tender information for Construction Of Internal Cemen in Aurangabad-MH, including eligibility, deadlines, and bid specifics.
Municipal Corporation Aurangabad
Aurangabad-MH, Maharashtra, India
NTID 39821862
- Opening Date : Fri 28th March, 2025
- Closing Date : Thu 27th March, 2025
- ₹ 24214522.00
- NTID 39821862
Key Values: Document Cost: 2360.00 | EMD: 150000.00 | Estimated Cost: 24214522.00
Tender Description
Construction Of Internal Cement Concrete Road In Central Jail Harsul Near Jatwada Corner In Zone No. 4
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
150000.00 -
Document Cost
2360.00 -
Estimated Cost
24214522.00
BOQ Items Total Items : 28 | Total Qty : 33557.615
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 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. | 800.000 | SQM |
| 2 | 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. | 1224.00 | CUM |
| 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 OVER 50M. TO 300M. INCLUSIVE FROM THE SITE OF EXCAVATION TO THE SITE OF DEPOSITION AS DIRECTED. | 1224.00 | CUM |
| 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 | 1210.625 | CUM |
| 5 | 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. | 780.125 | CUM |
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