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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹27.8 L (8.18%)Admitted-Finance | ₹3.7 Cr+₹27.8 L (8.18%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹1.1 Cr (31.1%)Admitted-Finance | ₹4.5 Cr+₹1.1 Cr (31.1%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical GOLPARA LASJAN SRINAGAR J K 191101 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | - | - | Rejected-Technical Firm is not qualified in technical evaulation |
| Sl No | Description | Qty | Unit | Adnan Constructions Private Limited L1 | M/s Sharp Constructiopn Company L3 | VALLEY ROAD CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00PART-I (BETWEEN KM 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK) | ||||||
| 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 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 bet KM 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK, all as specified and as directed by Engineer-in-Charge/OC Contract. | 65.95 | Cum | 1,500 ₹98,925 Lowest | 3,000 ₹1,97,850 | 2,400 ₹1,58,280 |
| 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 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 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 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK, all as specified and as directed by Engineer-in-Charge/OC Contract. | 527.63 | Cum | 11,000 ₹58,03,930 Lowest | 14,250 ₹75,18,727.5 | 11,700 ₹61,73,271 |
| 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 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK, all as specified and as directed by Engineer-in-Charge/OC Contract. | 670 | Sqm | 470 ₹3,14,900 | 650 ₹4,35,500 | 439 ₹2,94,130 Lowest |
| 2.00PART-II (BETWEEN KM 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST) | ||||||
| 2.01 | 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 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 bet KM 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST, all as specified and as directed by Engineer-in-Charge/OC Contract. | 202.86 | Cum | 1,500 ₹3,04,290 Lowest | 3,000 ₹6,08,580 | 2,400 ₹4,86,864 |
| 2.02 | 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 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 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 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST, all as specified and as directed by Engineer-in-Charge/OC Contract. | 1,622.88 | Cum | 11,000 ₹1,78,51,680 Lowest | 14,250 ₹2,31,26,040 | 11,900 ₹1,93,12,272 |
| 2.03 | 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 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST, all as specified and as directed by Engineer-in-Charge/OC Contract. | 1,288 | Sqm | 470 ₹6,05,360 | 650 ₹8,37,200 | 439 ₹5,65,432 Lowest |
| 3.00PART-III (BETWEEN KM 0.00 TO KM 1.000, KM 3.200 TO KM 5.800 AND KM 6.600 TO KM 7.150 ON ROAD URI-SANTRA MIKE) | ||||||
| 3.01 | 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 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 bet KM 0.00 TO KM 1.000, KM 3.200 TO KM 5.800 AND KM 6.600 TO KM 7.150 ON ROAD URI-SANTRA MIKE, all as specified and as directed by Engineer-in-Charge/OC Contract. | 126.37 | Cum | 1,500 ₹1,89,555 Lowest | 3,000 ₹3,79,110 | 2,400 ₹3,03,288 |
Tender Value
₹4.5 Cr
EMD Value
₹5.2 L
Closing Date
1 Feb 2024, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Budgam
PRO LAY AND COMP OF READYMADE BIT HMP MIX FOR BM 50 MM TH LAYER AND BITUMINOUS BC 40 MM TH LAYER INCL RD MARKING FOR RESURF WKS BET KM 17.10 TO KM 20.45 ON NRU RD PART-I AND KM 3.32 TO KM 17.250 ON USKP RD PART-II AND BM 50 MM TH BC 30 MM TH INCL
2024_BRO_636201_1
CE (P) BCN/16/2023-24
Open Tender
Construction Works
Item Rate
150 days
betkm17.1tokm20.45onNRUrdpart-I, km3.32tokm17.25on
As per Tender Document
8 documents required · 8 mandatory
₹0
₹5.2 L
Yes
HQrs Chief Engineer Project Beacon Old Airport Roa
7 Mar 2024
6 Jan 2024
2 Feb 2024
8 Jan 2024
1 Feb 2024
10 Jan 2024
8 Jan 2024 - 9 Jan 2024
10 Jan 2024
Amount
PART-I (BETWEEN KM 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK)
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 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 bet KM 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK, 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 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 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 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK, 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 17.100 TO KM 20.450 ON ROAD NAND SINGH-RUSTAM-UK, all as specified and as directed by Engineer-in-Charge/OC Contract.
PART-II (BETWEEN KM 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST)
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 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 bet KM 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST, 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 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 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 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST, 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 3.200 TO KM 6.200 AND KM 14.610 TO KM 17.250 ON ROAD URI-SALAMABAD-KAMAN POST, all as specified and as directed by Engineer-in-Charge/OC Contract.
PART-III (BETWEEN KM 0.00 TO KM 1.000, KM 3.200 TO KM 5.800 AND KM 6.600 TO KM 7.150 ON ROAD URI-SANTRA MIKE)
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 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 bet KM 0.00 TO KM 1.000, KM 3.200 TO KM 5.800 AND KM 6.600 TO KM 7.150 ON ROAD URI-SANTRA MIKE, all as specified and as directed by Engineer-in-Charge/OC Contract.
Providing laying and compaction of 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 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 0.00 TO KM 1.000, KM 3.200 TO KM 5.800 AND KM 6.600 TO KM 7.150 ON ROAD URI-SANTRA MIKE, 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 0.00 TO KM 1.000, KM 3.200 TO KM 5.800 AND KM 6.600 TO KM 7.150 ON ROAD URI-SANTRA MIKE, all as specified and as directed by Engineer-in-Charge/OC Contract.
VALLEY ROAD CONSTRUCTION COMPANY
M/s Sharp Constructiopn Company
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