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NTID 44492096
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💬 Talk to Our Bidding ExpertSpecial Strengthing Of Anuppur in Anuppur - Complete Tender Details
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Public Works Department
Anuppur, Madhya Pradesh, India
NTID 44492096
- Opening Date : Wed 1st April, 2026
- Closing Date : Mon 30th March, 2026
- ₹ 13155000.00
- NTID 44492096
Tender Description
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
131550.00 -
Document Cost
12500.00 -
Estimated Cost
13155000.00
BOQ Items Total Items : 17 | Total Qty : 27093
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | 774.00 | Cum |
| 2 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope &camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve com action (98% -100%) as per relevant clause of 408. A ) Hard Shoulders (CBR value >12) | 787.23 | Cum |
| 3 | Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications (ii) For 37.5 mm maximum size | 164.93 | Cum |
| 4 | 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A) By Sensor Paver | 242.58 | Cum |
| 5 | Deduction for item No.4.3 if sensor paver is not used. | 242.58 | Cum |
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