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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹19.1 L (4.76%)Admitted-Finance | ₹4.2 Cr+₹19.1 L (4.76%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 Cr+₹41.3 L (10.3%)Admitted-Finance | ₹4.4 Cr+₹41.3 L (10.3%) | L3 | Admitted-Finance |
| 4 | L4₹4.5 Cr+₹50.8 L (12.7%)Admitted-Finance | ₹4.5 Cr+₹50.8 L (12.7%) | L4 | Admitted-Finance |
| 5 | L5₹4.7 Cr+₹72.2 L (18.0%)Admitted-Finance | ₹4.7 Cr+₹72.2 L (18.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jk Engineering Construction Co. L4 | VALLEY ROAD CONSTRUCTION COMPANY L1 | M/s Sharp Constructiopn Company L2 | MIRZ INFRASTRUCTURE BUILDERS L5 | Adnan Constructions Private Limited L3 | M/S Jhelum Construction Company L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Bet Km 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road | |||||||||
| 1.01 | Providing laying and compaction 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 VG-10 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 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road, all as specified and as directed by Engineer-in-Charge/OC Contract. | 331.49 | Cum | 3,800 ₹12,59,662 Lowest | 5,000 ₹16,57,450 | 7,400 ₹24,53,026 | 9,500 ₹31,49,155 | 4,000 ₹13,25,960 | 9,000 ₹29,83,410 |
| 1.02 | Providing laying and compaction of 40 mm thick Bituminous concrete (compacted) with HMP Mix after duly preparing BT surface including scrubbing, cleaning and applying tack coat with Bitumen VG-10 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 total mix 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 Bet Km 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road, all as specified and as directed by Engineer-in-Charge/OC Contract | 2,651.88 | Cum | 16,200 ₹4,29,60,456 | 14,190 ₹3,76,30,177.2 Lowest | 14,500 ₹3,84,52,260 | 16,200 ₹4,29,60,456 | 15,800 ₹4,18,99,704 | 16,600 ₹4,40,21,208 |
| 1.03 | Providing Road Marking with Hot applied Thermoplastic compound as per IRC 35:2015 and also conforming MoRTH specification for road and Bridge work (05th revision) and physical requirement including preparation of surface Bet Km 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road all as specified in particular specification and as directed by Engineer-in-Charge/OC Contract. | 2,104.64 | Sqm | 480 ₹10,10,227.2 | 410 ₹8,62,902.4 Lowest | 550 ₹11,57,552 | 600 ₹12,62,784 | 500 ₹10,52,320 | 480 ₹10,10,227.2 |
Tender Value
₹3.2 Cr
EMD Value
₹3.9 L
Closing Date
23 Feb 2023, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Budgam
PROV LAY WITH SENSOR PAVER OF READY BITUM MIX FROM HMP FOR BM 50 MM THICK COMP AND BC 40 MM THICK COMP) INCL RD MARKING WITH THERMOPLASTIC PAINT BET KM 0.00 TO KM 9.23 ON BARAMULLA KUPWARA CHOWKIBAL ROAD IN 99 RCC SECTOR UNDER 760 BRTF PROJECT BEACON
2023_BRO_578589_1
CE(P) BCN/17/2022-23
Open Tender
Civil Works - Roads
Works
180 days
BET KM 0.00 TO KM 9.23 ON BARAMULLA KUPWARA CHOWKI
As per tender document
8 documents required · 8 mandatory
₹0
₹3.9 L
Yes
HQrs Chief Engineer Project Beacon Old Airport Roa
30 Mar 2023
2 Feb 2023
24 Feb 2023
3 Feb 2023
23 Feb 2023
6 Feb 2023
3 Feb 2023 - 4 Feb 2023
6 Feb 2023
Amount
Bet Km 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road
Providing laying and compaction 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 VG-10 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 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road, all as specified and as directed by Engineer-in-Charge/OC Contract.
Providing laying and compaction of 40 mm thick Bituminous concrete (compacted) with HMP Mix after duly preparing BT surface including scrubbing, cleaning and applying tack coat with Bitumen VG-10 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 total mix 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 Bet Km 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road, all as specified and as directed by Engineer-in-Charge/OC Contract
Providing Road Marking with Hot applied Thermoplastic compound as per IRC 35:2015 and also conforming MoRTH specification for road and Bridge work (05th revision) and physical requirement including preparation of surface Bet Km 0.000 to Km 9.230 on Baramulla-Kupwara-Chowkibal Road all as specified in particular specification and as directed by Engineer-in-Charge/OC Contract.
M/s Sharp Constructiopn Company
Adnan Constructions Private Limited
Jk Engineering Construction Co.
MIRZ INFRASTRUCTURE BUILDERS
M/S Jhelum Construction Company
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