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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-Finance | ₹8.2 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹9.1 Cr+₹84.2 L (10.2%)Accepted-Finance | ₹9.1 Cr+₹84.2 L (10.2%) | L2 | Accepted-Finance Accepted |
Tender Value
₹7.9 Cr
EMD Value
₹7.2 L
Closing Date
16 Mar 2024, 6:00 pmClosed
CE Project Hirak
HQ CE Project Hirak Railway Station road Near Govt ITI Tanakpur Uttarakhand 262309
Baijnath Munsiyari road (Part II) for resurfacing including correction work for road Pithoragarh Tawaghat only in AoR of 47 BRTF and Km 62PT00 to Km 67PT68 on Pithoragarh Tawaghat road (PartIII) for resurfacing incl correction work in AoR of 765 BRTF
2024_BRO_642378_1
80616/HRK/E8
Open Tender
Civil Works - Highways
Item Rate
180 days
Pithoragarh
As per tender documents
5 documents required · 5 mandatory
₹0
₹7.2 L
Yes
HQ CE Project Hirak
31 Aug 2024
15 Feb 2024
18 Mar 2024
15 Feb 2024
16 Mar 2024
27 Feb 2024
15 Feb 2024 - 24 Feb 2024
26 Feb 2024
Amount
Part - I RESURFACING WORKS BET KM 6.00 – KM 15.328 ON PITHORAGARH-TAWAGHAT ROAD (47 BRTF)
Providing and laying 30 mm thick BC layer 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 laying 30 mm thick BC layer 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 resurfacing works)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/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 resurfacing work including correction layer)
Part - II RESURFACING WORKS BET KM 6.00 – KM 44.00 ON BAIJNATH-MUNSIYARI ROAD (47 BRTF)
Providing and laying 30 mm thick BC layer 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 resurfacing works)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/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 resurfacing work)
Part - III RESURFACING WORKS BET KM 62.00 – KM 67.68 ON PITHORAGARH-TAWAGHAT ROAD (765 BRTF)
Providing and laying 30 mm thick BC layer 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 laying 30 mm thick BC layer 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 resurfacing works)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/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 resurfacing work including correction layer)
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