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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance BERWAR KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹66.2 L (26.5%)Admitted-Finance | ₹3.2 Cr+₹66.2 L (26.5%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Firm is not qualified in technical evaluation |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm is not qualified in technical evaluation |
| Sl No | Description | Qty | Unit | VALLEY ROAD CONSTRUCTION COMPANY L2 | M/S Abdul Rashid Bhat and Sons L1 |
|---|---|---|---|---|---|
| 1.00Part-I Dul-Galhar Road Km 12.225 to 16.625 | |||||
| 1.01 | 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 12.225 to Km 16.625 on Dul-Galhar Road, all as specified and as directed by Engineer-in-Charge/OC Contract. | 154 | Cum | 9,000 ₹13,86,000 Lowest | 10,300 ₹15,86,200 |
| 1.02 | 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 12.225 to Km 16.625 on Dul-Galhar Road, all as specified and as directed by Engineer-in-Charge/OC Contract | 924 | Cum | 16,500 ₹1,52,46,000 | 12,300 ₹1,13,65,200 Lowest |
| 2.00Part-II Galhar-Sansari Road Km 37.00 to Km 40.00 & Km 40.100 to Km 41.00 | |||||
| 2.01 | 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 37.00 to Km 40.00 & Km 40.100 to Km 41.000 on Galhar-Sansari Road, all as specified and as directed by Engineer-in-Charge/OC Contract. | 138.85 | Cum | 9,000 ₹12,49,650 Lowest | 10,600 ₹14,71,810 |
| 2.02 | 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 37.00 to Km 40.00 & Km 40.100 to Km 41.000 on Galhar-Sansari Road, all as specified and as directed by Engineer-in-Charge/OC Contract | 833.09 | Cum | 16,500 ₹1,37,45,985 | 12,700 ₹1,05,80,243 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹3.3 L
Closing Date
17 Feb 2022, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Srinagar
PROV LAYING AND COMP OF READYMADE BIT MIX FOR BM 50 MM AND BC 30 MM TH LAYER FOR RESURF WKS BET KM 12.225 TO 16.625 ON DUL GALHAR RD PART I AND BET KM 37.0 TO 41.0 ON GALHAR SANSARI RD PART II IN 118 RCC 35 TF PROJ BEACON IN JK UT
2021_BRO_495589_2
CE (P) BCN/14/2021-22
Open Tender
Civil Works - Roads
Works
150 days
BET KM 12.225 TO 16.625 ON DUL GALHAR RD PART I AN
As per Tender Document
8 documents required · 8 mandatory
₹0
₹3.3 L
Yes
HQrs Chief Engineer Project Beacon Old Airport Roa
29 Mar 2022
25 Jan 2022
18 Feb 2022
27 Jan 2022
17 Feb 2022
29 Jan 2022
27 Jan 2022 - 28 Jan 2022
29 Jan 2022
Amount
Part-I Dul-Galhar Road Km 12.225 to 16.625
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 12.225 to Km 16.625 on Dul-Galhar 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 12.225 to Km 16.625 on Dul-Galhar Road, all as specified and as directed by Engineer-in-Charge/OC Contract
Part-II Galhar-Sansari Road Km 37.00 to Km 40.00 & Km 40.100 to Km 41.00
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 37.00 to Km 40.00 & Km 40.100 to Km 41.000 on Galhar-Sansari 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 37.00 to Km 40.00 & Km 40.100 to Km 41.000 on Galhar-Sansari Road, all as specified and as directed by Engineer-in-Charge/OC Contract
VALLEY ROAD CONSTRUCTION COMPANY
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