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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-Finance | ₹5.4 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹5.7 CrRejected-Finance | ₹5.7 Cr | L2 | Rejected-Finance being L2 |
| 3 | l3₹5.8 CrRejected-Finance | ₹5.8 Cr | l3 | Rejected-Finance being L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical The firm is not eligible for exemption from submission of EMD as per tender conditions |
| 5 | Rejected-Technical | - | - | Rejected-Technical The firm does meet the criteria of VEP HMP as per tender conditions |
| Sl No | Description | Qty | Unit | Kohinoorconstruction Company L1 | Shree Karni Traders L3 | M/s Raja Construction Company L2 |
|---|---|---|---|---|---|---|
| 1.00Part -I Surfacing works on road Ajnala Bypass Km 3.200 to Km 5.075 | ||||||
| 1.01 | Providing and laying of Wet Mix Macadam 7.50 cm thick compacted as per MORT&H specifications all as specified. | 38,198.63 | Sqm | 300 ₹1,14,59,589 Lowest | 300 ₹1,14,59,589 Lowest | 305 ₹1,16,50,582.15 |
| 1.02 | Providing and applying Prime Coat as per MORT&H specifications all as specified. | 18,542.98 | Sqm | 20 ₹3,70,859.6 Lowest | 30 ₹5,56,289.4 | 35 ₹6,49,004.3 |
| 1.03 | Providing and applying tack coat as per MORT&H specifications all as specified. | 37,085.97 | Sqm | 15 ₹5,56,289.55 Lowest | 25 ₹9,27,149.25 | 21 ₹7,78,805.37 |
| 1.04 | Providing and laying of Dense Bituminous Macadam 7.50 cm thick compacted with HMP using crushed aggregates of specified grading, premixed with Bituminous binder VG 30 @ 4.5 % (Min) by weight of total mix all as specified. | 18,542.98 | Sqm | 750 ₹1,39,07,235 Lowest | 795 ₹1,47,41,669.1 | 795 ₹1,47,41,669.1 |
| 1.05 | Providing and laying Bituminous Concrete layer 4.00 cm thick (Compacted) with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% (Min) by weight of total mix all as specified | 18,542.98 | Sqm | 680 ₹1,26,09,226.4 Lowest | 751 ₹1,39,25,777.98 | 739 ₹1,37,03,262.22 |
| 1.06 | Providing and laying of Road marking with hot applied thermoplastic compound with reflecting glass beads as per MORT&H specifications all as specified. | 672 | Sqm | 450 ₹3,02,400 | 451 ₹3,03,072 | 311 ₹2,08,992 Lowest |
| 2.00Part - II. Surfacing works for Upgradation of DCBs under AOR of 7 Inf Div | ||||||
| 2.01 | Providing and laying of Wet Mix Macadam 7.50 cm thick compacted as per MORT&H specifications all as specified. | 16,234.14 | Sqm | 283.25 ₹45,98,320.16 | 275 ₹44,64,388.5 | 269 ₹43,66,983.66 Lowest |
| 2.02 | Providing and applying Prime Coat as per MORT&H specifications all as specified. | 7,551.75 | Sqm | 20 ₹1,51,035 Lowest | 35 ₹2,64,311.25 | 35 ₹2,64,311.25 |
Tender Value
₹6.6 Cr
EMD Value
₹6.6 L
Closing Date
5 Feb 2026, 6:00 pmClosed
Chief Engineer Project Chetak
HQ Chief Engineer Project Chetak, C/o 56 APO, Bikaner, PIN 334006
SURFACING WORKS ON ROAD AJNALA-BYPASS CHARMINARI, SURFACING WORKS FOR UPGRADATION OF DCB (KHALRA, KHEMKARAN, MARIMEGHA, HUSSAINIWALA, VALTOHA) AND RE-SURFACING WORKS ON INTERNAL ROADS OF HQ 141 DMC
2026_BRO_747890_1
CE (P) CTK/21/2025-26
Open Tender
Civil Works
Works
120 days
As per tender document
As per tender documents
8 documents required · 8 mandatory
₹0
₹6.6 L
Yes
HQ Chief Engineer Project Chetak, Bikaner
27 Mar 2026
9 Jan 2026
12 Feb 2026
9 Jan 2026
5 Feb 2026
14 Jan 2026
10 Jan 2026 - 12 Jan 2026
13 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part -I Surfacing works on road Ajnala Bypass Km 3.200 to Km 5.075 | |||||
| 1.01 | Providing and laying of Wet Mix Macadam 7.50 cm thick compacted as per MORT&H specifications all as specified. | 38,198.63 | Sqm | 10 | ₹3,81,986.3 |
| 1.02 | Providing and applying Prime Coat as per MORT&H specifications all as specified. | 18,542.98 | Sqm | 10 | ₹1,85,429.8 |
| 1.03 | Providing and applying tack coat as per MORT&H specifications all as specified. | 37,085.97 | Sqm | 10 | ₹3,70,859.7 |
| 1.04 | Providing and laying of Dense Bituminous Macadam 7.50 cm thick compacted with HMP using crushed aggregates of specified grading, premixed with Bituminous binder VG 30 @ 4.5 % (Min) by weight of total mix all as specified. | 18,542.98 | Sqm | 10 | ₹1,85,429.8 |
| 1.05 | Providing and laying Bituminous Concrete layer 4.00 cm thick (Compacted) with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% (Min) by weight of total mix all as specified | 18,542.98 | Sqm | 10 | ₹1,85,429.8 |
| 1.06 | Providing and laying of Road marking with hot applied thermoplastic compound with reflecting glass beads as per MORT&H specifications all as specified. | 672 | Sqm | 10 | ₹6,720 |
| 2Part - II. Surfacing works for Upgradation of DCBs under AOR of 7 Inf Div | |||||
| 2.01 | Providing and laying of Wet Mix Macadam 7.50 cm thick compacted as per MORT&H specifications all as specified. | 16,234.14 | Sqm | 10 | ₹1,62,341.4 |
| 2.02 | Providing and applying Prime Coat as per MORT&H specifications all as specified. | 7,551.75 | Sqm | 10 | ₹75,517.5 |
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