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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹18.6 Cr
EMD Value
₹12.6 L
Closing Date
24 Feb 2026, 6:00 pmClosed
Chief Engineer P Hirak
HQ CE P HIRAK NEAR GOVT ITI TANAKPUR UTTARAKHAND
SURFACING WKS OF 75 MM THK WBM, 50 MM THK BITUMINOUS MACADUM AND 25 MM THK SEMI- DENSE BITUMINOUS CONCRETE AND TACK COAT WITH BITUMEN EMULSION OVER WBM AND BM SURFACE AS PER MoRTH SPECIFICATION ON ROAD MUNSIYARI-BUGDIAR-MILAM BTW KM 25.00-KM 45.00
2026_BRO_750113_1
80658
Open Tender
Civil Works - Roads
Item Rate
270 days
MUNSIYARI-BUGDIAR-MILAM ROAD IN UTTARAKHAND
As per tender Document
6 documents required · 6 mandatory
₹0
₹12.6 L
Yes
HQ CE P HIRAK
18 Apr 2026
27 Jan 2026
26 Feb 2026
28 Jan 2026
24 Feb 2026
16 Feb 2026
28 Jan 2026 - 14 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SURFACING WORKS BETWEEN KM 25.00 TO KM 45.00 ON ROAD MUNSIYARI-BUGDIAR-MILAM (ALTITUDE 2101 TO 3000 MTR) | |||||
| 1.1 | WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No 1, as per Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table-400-8 of MORT&H specifications, spread, rolled, hollow made up to form true surface binded and compacted to gradient and camber required all as specified at particular specification and as directed by Engineer-In-Charge. | - | - | - | - |
| 1.11 | Altitude 2101-2400 mtr | 8,422 | 10 Sqm | - | - |
| 1.12 | Altitude 2401-2700 mtr | 5,122 | 10 Sqm | - | - |
| 1.13 | Altitude 2701-3000 mtr | 2,675 | 10 Sqm | - | - |
| 1.2 | Providing and laying 50 mm thick consolidated BM layer, with precoated stone aggregate physical reqmt/grading/ Mix composition as per Table:500-6 &7 of MORT&H specifications for Road and Bridge Works mixed with min 3.4% binder asphalt VG-10 penitration grade by weight of total mix as per MORT&H data book and rolled to the required specification. | - | - | - | - |
| 1.21 | Altitude 2101-2400 mtr | 4,211 | 10 Sqm | - | - |
| 1.22 | Altitude 2401-2700 mtr | 2,561 | 10 Sqm | - | - |
| 1.23 | Altitude 2701-3000 mtr | 1,338 | 10 Sqm | - | - |
| 1.3 | Providing and laying 25 mm thick SDBC layer with precoated stone aggregate grading confirming to table:500-15 and mix satisfying the physical requirment of table 500-14 and mix reqmt as per table 500-16 of MoRT&H specifications, mixed with min 4.5 % binder asphalt VG-10 penetration grade by weight of total mix and 2% stone dust filer as per table 500-9 of MoRT&H Specifications & MoRT&H data book (Fourth Revision) | - | - | - | - |
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TD80658.pdf
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BOQ_840124.xls
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