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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L-1 | Accepted-AOC L-1 bidder |
| 2 | L-2₹2.5 Cr+₹22.9 L (10.3%)Rejected-Finance | ₹2.5 Cr+₹22.9 L (10.3%) | L-2 | Rejected-Finance Disqualified |
| 3 | L-3₹2.7 Cr+₹42.7 L (19.2%)Rejected-Finance GOLPARA LASJAN SRINAGAR J K 191101 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | ₹2.7 Cr+₹42.7 L (19.2%) | L-3 | Rejected-Finance Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm is not qualified in technical evaluation |
Tender Value
₹1.9 Cr
EMD Value
₹2.7 L
Closing Date
10 Mar 2022, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Roa
PROV LAYING AND COMP OF READYMADE BIT MIX FOR BM 50 MM AND BC 30 MM TH LAYER FOR RESURF WKS BET KM 0.00 TO KM 13.559 ON GULMARH ASHA RD IN 99 RCC 760 BRTF PROJ BEACON IN JK UT
2021_BRO_496960_2
CE (P) BCN/16/2021-22
Open Tender
Civil Works - Roads
Item Rate
120 days
BET KM 0.00 TO KM 13.559 ON GULMARH ASHA RD IN 99
As per tender document
8 documents required · 8 mandatory
₹0
₹2.7 L
Yes
HQrs Chief Engineer Project Beacon Old Airport Roa
12 Aug 2022
14 Feb 2022
11 Mar 2022
15 Feb 2022
10 Mar 2022
18 Feb 2022
15 Feb 2022 - 16 Feb 2022
17 Feb 2022
Amount
Gulmarg-Asha Road bet Km 0.00 to Km 13.559
Providing and laying 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 minimum 3.4% binder asphalt VG-10 grade and rolled to the required specifications between Km 0.00 to Km 13.559 on Gulmarg-Asha Road, all as specified and as directed by Engineer-in-Charge/OC Contract.
Providing and laying 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 of MoRT&H specifications for Road and Bridge Works (5th revision) mixed with binder asphalt VG-10 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 and Bridge Works (5th revision) and rolled to the required specifications between Km 0.00 to Km 13.559 on Gulmarg-Asha Road,, all as specified and as directed by Engineer-in-Charge/OC Contract
VALLEY ROAD CONSTRUCTION COMPANY
M/S Jhelum Construction Company
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