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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC B XI 69 1 GALI NO 3 KRISHNA NAGAR BATALA DISTT GURDASPUR PUNJAB PIN 143505 | BATALA | GURDASPUR | PUNJAB | 143505 | ₹1.0 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹1.1 Cr+₹5.4 L (5.19%)Rejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | ₹1.1 Cr+₹5.4 L (5.19%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹1.4 Cr+₹31.2 L (29.8%)Rejected-Finance | ₹1.4 Cr+₹31.2 L (29.8%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | Rejected-Technical H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | - | - | Rejected-Technical Adverse remark in WLR HQ ADGNJ QE JUN 2025 |
| Sl No | Description | Qty | Unit | Sandeep Kumar L2 | Rajesh Kumar & Assoiciates L1 | M/s Trade Linker Associates L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for Repair to pot holes size not exceeding 1.00 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, and making good by applying bituminious tack coat @ 5 kg per 10 sq m (Using VG-10), putting in premixed bituminous macadam,, well rammed and sealed with binder 9.8 kg per 10sq m , blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rolled with 8 to 10 tonne power roller complete (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm complete all as specified and directed by Engr-in-Charge. | 10 | 10 Sqm | 100 ₹1,000 Lowest | 1,500 ₹15,000 | 520 ₹5,200 |
| 2.00 | Preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc including scarify surface if required omplete all as specified and directed by Engr-in-Charge. | 2,310 | 10 Sqm | 50 ₹1,15,500 | 20 ₹46,200 Lowest | 102 ₹2,35,620 |
| 3.00 | M&L for Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade( VG-10) @ 5 Kg/10 Sqm on black Top road surfaces (including bituminous primer) omplete all as specified and directed by Engr-in-Charge. | 2,310 | 10 Sqm | 250 ₹5,77,500 | 225 ₹5,19,750 | 204 ₹4,71,240 Lowest |
| 4.00 | M&L for premix bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix, laid using self propelled mechanical paver/rolled and compacted to required gradient and camber consolidated average thickness n exc 50mm using 8 to 12 Tonne Power roller complete all as specified and directed.
Note : Please note that repairs to patches where depressions over 5mm thick shall also be carried out under this item. Contractor's Quoted Rates for this item shall be deemed to include for cleaning of surface and removal the rubbish material to a distance not exceeding 50m from the starting point omplete all as specified and directed by Engr-in-Charge. | 360 | Cum | 6,800 ₹24,48,000 Lowest | 7,000 ₹25,20,000 | 7,820 ₹28,15,200 |
| 5.00 | M&L for Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade( VG-10) @ 2.5 Kg/10 Sqm on black Top road surfaces (including bituminous primer) omplete all as specified and directed by Engr-in-Charge. | 720 | 10 Sqm | 150 ₹1,08,000 | 120 ₹86,400 Lowest | 165 ₹1,18,800 |
| 6.00 | M&L for bituminous premix asphaltic semi dense concrete consolidated thickness 40mm with 5.5% of binder content by weight to total mix, using Viscosity Grade paving bitumen of grade VG-30 prepared in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient to achieve uniform smooth surfaces and rolled with 8 to 12 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge.
Note : The combined grading of aggregate shall be as per Para 20B.2.5.4(d) & 20.B.4 of SSR Part-I | 2,310 | 10 Sqm | 3,200 ₹73,92,000 | 3,000 ₹69,30,000 Lowest | 4,100 ₹94,71,000 |
| 7.00 | M&L for bituminous premix asphaltic semi dense concrete consolidated thickness 40mm with 5.5% of binder content by weight to total mix, using Viscosity Grade paving bitumen of grade VG-30 prepared in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient to achieve uniform smooth surfaces and rolled with 8 to 12 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge.
Note : The combined grading of aggregate shall be as per Para 20B.2.5.4(d) & 20.B.4 of SSR Part-I | 1,101.5 | Sqm | 320 ₹3,52,480 | 300 ₹3,30,450 Lowest | 410 ₹4,51,615 |
| 8.00 | M&L for scarifying or picking graveled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50mm complete all as specified and directed by Engr-in-Charge. | 150 | 10 Sqm | 25 ₹3,750 | 50 ₹7,500 | 11 ₹1,650 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
4 Aug 2025, 6:00 pmClosed
HQ CWE (AF) JAMMU
HQ CWE (AF) JAMMU AF STATION JAMMU
CA NO CWEAFJ-12/2025-26 SPECIAL REPAIR TO ROADS AT CERTAIN LOCATIONS AT AIR FORCE STATION PATHANKOT
2025_MES_716795_1
CA NO CWEAFJ-12/2025-26
Open Tender
Civil Works
Item Rate
180 days
Pathankot
As per NIT and Tender documents
9 documents required · 9 mandatory
₹1,000
GE AF PATHANKOT
₹1.9 L
Yes
12 Dec 2025
26 Jun 2025
6 Aug 2025
26 Jun 2025
4 Aug 2025
21 Jul 2025
Amount
M&L for Repair to pot holes size not exceeding 1.00 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, and making good by applying bituminious tack coat @ 5 kg per 10 sq m (Using VG-10), putting in premixed bituminous macadam,, well rammed and sealed with binder 9.8 kg per 10sq m , blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rolled with 8 to 10 tonne power roller complete (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm complete all as specified and directed by Engr-in-Charge.
Preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc including scarify surface if required omplete all as specified and directed by Engr-in-Charge.
M&L for Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade( VG-10) @ 5 Kg/10 Sqm on black Top road surfaces (including bituminous primer) omplete all as specified and directed by Engr-in-Charge.
M&L for premix bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix, laid using self propelled mechanical paver/rolled and compacted to required gradient and camber consolidated average thickness n exc 50mm using 8 to 12 Tonne Power roller complete all as specified and directed. Note : Please note that repairs to patches where depressions over 5mm thick shall also be carried out under this item. Contractor's Quoted Rates for this item shall be deemed to include for cleaning of surface and removal the rubbish material to a distance not exceeding 50m from the starting point omplete all as specified and directed by Engr-in-Charge.
M&L for Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade( VG-10) @ 2.5 Kg/10 Sqm on black Top road surfaces (including bituminous primer) omplete all as specified and directed by Engr-in-Charge.
M&L for bituminous premix asphaltic semi dense concrete consolidated thickness 40mm with 5.5% of binder content by weight to total mix, using Viscosity Grade paving bitumen of grade VG-30 prepared in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient to achieve uniform smooth surfaces and rolled with 8 to 12 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge. Note : The combined grading of aggregate shall be as per Para 20B.2.5.4(d) & 20.B.4 of SSR Part-I
M&L for bituminous premix asphaltic semi dense concrete consolidated thickness 40mm with 5.5% of binder content by weight to total mix, using Viscosity Grade paving bitumen of grade VG-30 prepared in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient to achieve uniform smooth surfaces and rolled with 8 to 12 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge. Note : The combined grading of aggregate shall be as per Para 20B.2.5.4(d) & 20.B.4 of SSR Part-I
M&L for scarifying or picking graveled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50mm complete all as specified and directed by Engr-in-Charge.
Sandeep Kumar (BID ID -3373741)
M/s Trade Linker Associates (BID ID -3382623)
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