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| Tender ID | 4578031 |
|---|---|
| Organisation Name | Border Roads Organisation |
| Tender Brief | Corrigendum : Exec Of Surf Wk Consists Prep Of Subgrade P And L Of 100 Mm Gsb 02 Layer 75 Mm Wmm 02 Layer 75 Mm Dbm 40 Mm Bc Incl Prime Coat Tack Coat Road Marking And Berm Filling Bet Km 0 To Km 18pt54 On Road Mendi Tsangchokla In 72rcc 36tf Shivalik Uttarakhand |
| Last Date For Submission | 15th Jul, 2026 |
| Opening Date | 22 Jul, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 1500000.00 |
| Estimated Cost | 650089000.00 |
| City | DEHRADUN |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | SURFACING WORKS ON MENDI-TSANGCHOKLA ROAD BETWEEN KM 0.000 TO KM 18.540 (Altd 4201-5400 mtr) | ||
| 2 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr as specified in MoRT&H Specification on Road & Bridge works (Fifth Revision), Particular Specifications and as directed by the Engineer-in-Charge/OC Contract. | 136036.89 | Sqm |
| 3 | GSB (Ist Layer) 10 Cm Thick (compacted) with stone aggregate conforming to grading No 1 as per table 400-1 of MoRT&H specifications for roads and bridges works including supply of material spreading in layers watering and compaction as specified in Particular Specifications and as directed by the Engineer-in-Charge/OC Contract. | 13603.69 | Cum |
| 4 | GSB (IInd Layer) 10 Cm Thick (compacted) with stone aggregate conforming to grading No 1 as per table 400-1 of MoRT&H specifications for roads and bridges works including supply of material spreading in layers watering and compaction. | 13603.69 | Cum |
| 5 | WMM (Ist Layer): Providing, laying and compacting Wet Mix Macadam in 75 mm compacted layer with clean crushed graded aggregates conforming to MoRT&H Clause 406, Table 400-12 and Table 400-13, premixed with water at OMC in approved WMM plant with controlled addition of water and forced/positive mixing, transported, laid to required line, level, grade and camber, compacted with approved vibratory roller to specified density, tested and accepted before laying subsequent layer, complete as per Particular Specifications and directions of Engineer-in-Charge / OC Contract. Unit: Sqm at 75 mm compacted accepted thickness. | 6158.75 | Cum |
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