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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 ₹1.1 Cr | 300 ₹1.1 Cr | 305 ₹1.2 Cr |
| 1.02 | Providing and applying Prime Coat as per MORT&H specifications all as specified. | 18,542.98 | Sqm | 20 ₹3.7 L | 30 ₹5.6 L | 35 ₹6.5 L |
| 1.03 | Providing and applying tack coat as per MORT&H specifications all as specified. | 37,085.97 | Sqm | 15 ₹5.6 L | 25 ₹9.3 L | 21 ₹7.8 L |
| 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 ₹1.4 Cr | 795 ₹1.5 Cr | 795 ₹1.5 Cr |
| 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 ₹1.3 Cr | 751 ₹1.4 Cr | 739 ₹1.4 Cr |
| 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 ₹3.0 L | 451 ₹3.0 L | 311 ₹2.1 L |
| 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 ₹46.0 L | 275 ₹44.6 L | 269 ₹43.7 L |
| 2.02 | Providing and applying Prime Coat as per MORT&H specifications all as specified. | 7,551.75 | Sqm | 20 ₹1.5 L | 35 ₹2.6 L | 35 ₹2.6 L |
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
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
Part -I Surfacing works on road Ajnala Bypass Km 3.200 to Km 5.075
Providing and laying of Wet Mix Macadam 7.50 cm thick compacted as per MORT&H specifications all as specified.
Providing and applying Prime Coat as per MORT&H specifications all as specified.
Providing and applying tack coat as per MORT&H specifications all as specified.
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.
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
Providing and laying of Road marking with hot applied thermoplastic compound with reflecting glass beads as per MORT&H specifications all as specified.
Part - II. Surfacing works for Upgradation of DCBs under AOR of 7 Inf Div
Providing and laying of Wet Mix Macadam 7.50 cm thick compacted as per MORT&H specifications all as specified.
Providing and applying Prime Coat as per MORT&H specifications all as specified.
Providing and applying tack coat as per MORT&H specifications all as specified.
Providing and laying of Dense Bituminous Macadam 5.0 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.
Providing and laying Bituminous Concrete layer 3.00 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
Part - III. Re-surfacing works on Internal Roads of 141 DMC
Providing and applying tack coat as per MORT&H specifications all as specified.
Providing and laying of Dense Bituminous Macadam 5.0 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.
Providing and laying Bituminous Concrete layer 3.00 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
Execution of road marking of edge lines & centre line with Hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MoRT&H specifications for road and bridge works including preparation of surface and application.
Providing and fixing of road stud 100 x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
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