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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹3.7 Cr+₹70.2 L (23.8%)Rejected-Finance | ₹3.7 Cr+₹70.2 L (23.8%) | L2 | Rejected-Finance Being L2 Bidder |
| 3 | L3₹3.9 Cr+₹98.4 L (33.3%)Rejected-Finance | ₹3.9 Cr+₹98.4 L (33.3%) | L3 | Rejected-Finance Being L3 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm is disqualified in technical evaluation |
Tender Value
₹2.5 Cr
Closing Date
27 Jul 2021, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Srinagar
PROV LAY AND COMP OF CSB 75 MM CSB 100 MM DBM 75 MM BC 40 MM THICK AND PRIME COAT WITH BIT EMULSION FOR SURF WKS BET KM 20.450 TO KM 25.100 ON NAND SINGH RUSTAM UK RD IN 53 RCC 760 BRTF PROJECT BEACON IN J AND K UT
2021_BRO_631545_2
CE (P) BCN/04/2021-22
Open Tender
Civil Works - Roads
Works
180 days
BET KM 20.450 TO KM 25.100 ON NAND SINGH RUSTAM UK
As per tender document
13 documents required · 13 mandatory
₹0
Exempted
HQrs Chief Engineer Project Beacon Old Airport Roa
6 Jan 2022
13 Jul 2021
28 Jul 2021
14 Jul 2021
27 Jul 2021
17 Jul 2021
15 Jul 2021 - 16 Jul 2021
17 Jul 2021
Amount
BET KM 20.450 TO KM 25.100 ON NAND SINGH-RUSTAM-UK ROAD
Providing and applying of Prime Coat with Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 7.5 kg per 10 Sqm (using with BPD with manual labour) between Km 20.450 to Km 25.100 on Nand Singh-Rustam-UK Road, all as specified in MoRT&H Specification for Road and Bridge Works (5th Revision) and rolled to the required specification all as directed by Engineer-in-Charge/OC Contract.
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-14 and satisfying the physical requirement as per Table No: 400-15 of MORT&H Specification for road and bridge works (5th Revision, 2013) for Crusher run macadam base specifications to a thickness of 75 mm thick (compacted) between Km 20.450 to Km 25.100 on Nand Singh-Rustam-UK Road, all as specified in MORT&H Specification for road and bridge works (5th Revision, 2013) and rolled to the required specification all as directed by Engineer-in-Charge/OC Contract.
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-14 and satisfying the physical requirement as per Table No: 400-15 of MORT&H Specification for road and bridge works (5th Revision, 2013) for Crusher run macadam base specifications to a thickness of 100 mm thick (compacted) between Km 20.450 to Km 25.100 on Nand Singh-Rustam-UK Road, all as specified in MORT&H Specification for road and bridge works (5th Revision, 2013) and rolled to the required specification all as directed by Engineer-in-Charge/OC Contract.
Providing and laying 75 mm thick (compacted) Dense Bituminous Macadam layer with bitumen after duly preparing surface including scrubbing, cleaning and applying tack coat with bitumen emulsion and bitumen pre-coated stone aggregate as per Table 500-8, 500-9 & 500-10 of MoRT&H Specifications for Road & Bridge Works (5th Revision) mixed with 4.5% binder asphalt VG-10 grade and rolled to the required specifications between Km 20.450 to Km 25.100 on Nand Singh-Rustam-UK Road, all as specified and as directed by Engineer-in-Charge/OC Contract.
Providing and laying 40 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 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 20.450 to Km 25.100 on Nand Singh-Rustam-UK Road, all as specified and as directed by Engineer-in-Charge/OC Contract
MIRZ INFRASTRUCTURE BUILDERS
M/s Jehlum Construction Company
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