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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹23.6 L (6.96%)Admitted-Finance | ₹3.6 Cr+₹23.6 L (6.96%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VALLEY ROAD CONSTRUCTION COMPANY L1 | Adnan Constructions Private Limited L2 |
|---|---|---|---|---|---|
| 1.00BETWEEN KM 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd | |||||
| 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 bet KM 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd, all as specified and as directed by Engineer-in-Charge/OC Contract. | 248.24 | Cum | 4,500 ₹11,17,080 Lowest | 6,000 ₹14,89,440 |
| 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 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd, all as specified and as directed by Engineer-in-Charge/OC Contract | 1,985.94 | Cum | 15,899 ₹3,15,74,460.06 Lowest | 16,900 ₹3,35,62,386 |
| 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 BETWEEN KM 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd, all as specified in particular specification and as directed by Engineer-in-Charge/OC Contract. | 2,407.2 | Sqm | 500 ₹12,03,600 Lowest | 500 ₹12,03,600 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹3.4 L
Closing Date
8 May 2023, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Budgam
PROV LAY AND COMPACTION WITH SENSOR PAVER OF READYMADE BINU HMP MIX FOR (BM 50 MM THICK COMP BC 40 MM THICK COMP INCL RD MARKING WITH THERMOPLASTIC PAINT FOR RESURF WKS BE KM 1.7 TO KM 7.515 KM 7.587 TO KM 8.463 KM 9 TO KM 11 KM 12 TO KM 15.25 AND KM
2023_BRO_589830_1
CE(P)BCN/03/2023-24
Open Tender
Civil Works - Roads
Item Rate
90 days
bet km 1.7 to Km 16.395 on NRU Rd under 53 RCC
As per tender document
8 documents required · 8 mandatory
₹0
₹3.4 L
Yes
HQrs Chief Engineer Project Beacon Old Airport Roa
26 May 2023
17 Apr 2023
9 May 2023
18 Apr 2023
8 May 2023
20 Apr 2023
18 Apr 2023 - 19 Apr 2023
20 Apr 2023
Amount
BETWEEN KM 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd
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 bet KM 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd, 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 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd, 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 BETWEEN KM 1.700 TO KM 7.515, KM 7.587 TO KM 8.463, KM 9.000 TO KM 11.000, KM 12.000 TO KM 15.250 AND KM 16.300 TO KM 16.395) ON ROAD NAND SINGH RUSTAM UK Rd, all as specified in particular specification and as directed by Engineer-in-Charge/OC Contract.
Adnan Constructions Private Limited
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