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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC Being L1 single Bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Firm is not qualifical in technical evaluation |
| 3 | Rejected-Technical | - | - | Rejected-Technical Firm is not qualifical in technical evaluation |
Tender Value
Refer Docs
Closing Date
1 Jul 2021, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Srinagar
PROV LAY AND COMP OF READY MADE HMP MIX FOR BM 50 MM THK LAYER AND BC 30 MM THK LAYER FOR RESURF WKS BET KM 18.000 TO KM 23.800 ON PULDODA BHADERWAH RD IN 114 RCC SECTOR UNDER 35 BRTF PROJECT BEACON IN J AND K UT 4th Call
2021_BRO_609377_4
CE (P) BCN/17/2020-21
Open Tender
Civil Works - Roads
Works
90 days
KM 18.000 TO KM 23.800 ON PULDODA BHADERWAH RD
Please refer tender document
13 documents required · 13 mandatory
₹0
Exempted
HQrs Chief Engineer Project Beacon Old Airport Roa
6 Jan 2022
17 Jun 2021
2 Jul 2021
18 Jun 2021
1 Jul 2021
22 Jun 2021
19 Jun 2021 - 21 Jun 2021
22 Jun 2021
Amount
BETWEEN KM 18.000 TO KM 23.800 ON PULDODA-BHADERWAH ROAD
Providing and laying of 50 mm thick (compacted) Bituminous Macadam layer with bitumen after duly preparing existing BT surface including scrubbing, cleaning and applying tack coat with bitumen emulsion and bitumen pre-coated stone aggregate as per Table 500.6 & 500.7 of MoRT&H specifications for Road & Bridge Works (5th revision) mixed with 3.4% binder asphalt VG-10 grade and rolled to the required specifications between Km 18.000 to Km 23.800 on Puldoda-Bhaderwah Road, all as specified and as directed by Engineer-in-Charge/OC Contract.
Providing and laying of 30 mm thick Bituminous concrete (compacted) with HMP Mix after duly preparing BT surface including scrubbing, cleaning and applying tack coat with bitumen emulsion and bitumen pre-coated stone chips grading confirming to Table 500-17 and physical requirement as per table 500-16 and mix satisfying the requirement of Table No 500-19 and table No: 500-12 of MoRT&H specifications for Road & Bridge Works (5th revision) mixed with binder asphalt VG-10 penetration grade and binder content minimum 5.4% by weight of total mix and 2% filler by weight of aggregate (filler) conforming to the required specification for filler as per Table 500.9 of MoRT&H specifications for Road & Bridge Works (5th revision) and rolled to the required specifications between Km 18.000 to Km 23.800 on Puldoda-Bhaderwah Road, all as specified and as directed by Engineer-in-Charge/OC Contract.
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