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💬 Talk to Our Bidding ExpertStmc Mung Champak In Various S in Agartala - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Stmc Mung Champak In Various S" in Agartala, India.
NTID 44300959
- Opening Date : Wed 25th March, 2026
- Closing Date : Tue 24th March, 2026
- ₹ 45614951.00
- NTID 44300959
Key Values: Document Cost: 11800.00 | EMD: 913000.00 | Estimated Cost: 45614951.00
Tender Description
Stmc Mung Champak In Various Stretch From Km 422 To 423 Km 436.7 To 437.5 Km 437.75 To 438 Km 438.34 To 443 Km 444 To 445 Km 453 To 455 Total Len 9.7 Km And Road Safety Km 422 To 456.5 Len 34.5 Km In Tripura In 25 26 On Percentage Work Order Basis
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
913000.00 -
Document Cost
11800.00 -
Estimated Cost
45614951.00
BOQ Items Total Items : 22 | Total Qty : 92963.722
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish : Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201. | 1.732 | Ha |
| 2 | Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. Grading II (For layer thickness 50 - 75 mm) i. With Viscosity Graded Bitumen of VG-30. | 356.00 | cum |
| 3 | Bituminous concrete, 30mm: Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Grading -II: With VG-30- 30mm thickness. | 749.265 | cum |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (III)For Grading III Material | 778.00 | Cum |
| 5 | 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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406. | 475.125 | cum |
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