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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAdmitted-Finance | ₹6.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.8 CrAdmitted-Finance | ₹7.8 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GDS INFRASTRUCTURE L1 | shree sai construction L2 |
|---|---|---|---|---|---|
| 1.00RESURFACING WORKS BET KM 62.769 - KM 69.663 ON PITHORAGRH-TAWAGHAT ROAD (Part-I) | |||||
| 1.01 | Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge. | 1,896.3 | 10 Sqm | 5,900 ₹1.1 Cr | 7,500 ₹1.4 Cr |
| 1.02 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge. | 1,896.3 | 10 Sqm | 135 ₹2.6 L | 255 ₹4.8 L |
| 1.03 | Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge. (For correction work) | 222.68 | 10 Sqm | 5,900 ₹13.1 L | 7,500 ₹16.7 L |
| 1.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge. (For correction Work) | 222.68 | 10 Sqm | 135 ₹30,061.80 | 255 ₹56,783.40 |
| 1.05 | Road marking with thermoplastic paint (2.5 mm thick) conforming to MOST: 803.4 including preparation of surface and application. | 63.24 | 10 Sqm | 5,900 ₹3.7 L | 6,000 ₹3.8 L |
| 1.06 | Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 860 | Nos | 800 ₹6.9 L | 1,000 ₹8.6 L |
| 2.00RESURFACING WORKS BET KM 33.00 - KM 65.507 ON JAULJIBI-MUNSIYARI ROAD (Part-II) | |||||
| 2.01 | Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge. | 6,667.3 | 10 Sqm | 5,900 ₹3.9 Cr | 7,500 ₹5.0 Cr |
| 2.02 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge. | 6,667.3 | 10 Sqm | 135 ₹9.0 L | 255 ₹17.0 L |
Tender Value
₹5.7 Cr
EMD Value
₹6.1 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Chief Engineer P Hirak
HQ CE P HIRAK NEAR GOVT ITI TANAKPUR UTTARAKHAND
PROVIDING LAYING SPREADING COMPACTION OF 30 MM THICK BITUMINOUS CONCRETE BETWEEN KM 62.769 TO KM 69.663 ON ROAD PITHORAGARH-TAWAGHAT (PART-I) AND BETWEEN KM 33.000 TO KM 65.507 ON ROAD JAULJIBI-MUNSIYARI FOR RESURFACING WORKS UNDER PROJECT HIRAK
2026_BRO_755776_1
80667
Open Tender
Civil Works - Roads
180 days
Pithoragarh-Tawaghat Road and Jauljibi -Munsiyari
As per tender document
5 documents required · 5 mandatory
₹0
₹6.1 L
Yes
HQ CE P HIRAK
16 Apr 2026
11 Mar 2026
8 Apr 2026
11 Mar 2026
6 Apr 2026
1 Apr 2026
12 Mar 2026 - 30 Mar 2026
30 Mar 2026
RESURFACING WORKS BET KM 62.769 - KM 69.663 ON PITHORAGRH-TAWAGHAT ROAD (Part-I)
Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge.
Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge. (For correction work)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge. (For correction Work)
Road marking with thermoplastic paint (2.5 mm thick) conforming to MOST: 803.4 including preparation of surface and application.
Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
RESURFACING WORKS BET KM 33.00 - KM 65.507 ON JAULJIBI-MUNSIYARI ROAD (Part-II)
Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge.
Providing and laying 30 mm thick bituminous concrete with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with Min 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book as specified at particular specification and as directed by Engineer-In-Charge. (For correction work)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5Kg/ 10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications and as specified at particular specification and as directed by Engineer-In-Charge. (For correction Work)
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