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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.9 LAccepted-AOC B XI 69 1 GALI NO 3 KRISHNA NAGAR BATALA DISTT GURDASPUR PUNJAB PIN 143505 | BATALA | GURDASPUR | PUNJAB | 143505 | ₹60.9 L Quoted ₹61.1 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹75.0 LRejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | ₹75.0 L | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹79.0 LRejected-Finance I 910 JAHANGIR PURI NEAR BY ANAND MAYA HOSPITAL NORTH WEST DELHI DELHI 110033 UDYAM DL 06 0040830 | NORTH DELHI | DELHI | 110033 | ₹79.0 L | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Rajesh Kumar & Assoiciates L1 | Sandeep Kumar L2 | SATISH AND CO 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 pot holes exc 30 mm using mechanical paver hot mix plant as specified and directed by Engr-in-Charge.
Note: Premix carpet shall be mixed in hot mix plant as specified. | 5 | 10 Sqm | 2,000 ₹10,000 | 100 ₹500 | 500 ₹2,500 |
| 2.00 | M&L for applying evenly a priming/tack coat with viscocity grade (VG-10) bituminous primer@10Kg/10Sqm to road surface complete all as specified and directed by Engr-in-Charge. | 194 | 10 Sqm | 400 ₹77,600 | 500 ₹97,000 | 500 ₹97,000 |
| 3.00 | 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 25mm 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 complete all as specified and directed by Engr-in-Charge. | 97 | Cum | 7,000 ₹6.8 L | 7,500 ₹7.3 L | 8,000 ₹7.8 L |
| 4.00 | 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 complete all as specified and directed by Engr-in-Charge. | 1,587 | 10 Sqm | 25 ₹39,675 | 50 ₹79,350 | 100 ₹1.6 L |
| 5.00 | M&L for applying evenly a priming/tack coat with viscocity grade (VG-10) bituminous [email protected]/10Sqm to road surface complete all as specified and directed by Engr-in-Charge. | 1,587 | 10 Sqm | 225 ₹3.6 L | 250 ₹4.0 L | 350 ₹5.6 L |
| 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) and 4% stone dust conforming to required specification for filler as per IRC-95, 1987 (filler) by weight to mix, 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 10 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge.
Note:- 1. Premixed carpet shall be laid using self propelled mechanical paver and prepration of mix shall be done using computerised hot mix plant.
2. The exact quantity of bitumen to be used shall be determined by design mix by Marshal method. | 1,587 | 10 Sqm | 3,000 ₹47.6 L | 3,789 ₹60.1 L | 3,850 ₹61.1 L |
| 7.00 | M&L for Marking the dashes, arrow etc exc 10 cm wide on road surfaces, using hot applied thermoplastic road marking plant 2.5mm thick mixed with redium glass beads @ 250gm/Sqm with automatic machine to provide reflectivity and night vision ( approximate temperature being 200 degree at the time of laying) including cleaning the surface of all dirt and other foreign materials, demarcation at site and control including taking out and refixing of old eye/solar stud complete all as specified and directed. | 452 | Sqm | 400 ₹1.8 L | 400 ₹1.8 L | 450 ₹2.0 L |
Updated dates
Tender Value
₹75.0 L
EMD Value
₹1.4 L
Closing Date
3 Dec 2025, 6:00 pmClosed
HQ CWE AF Jammu
HQ CWE (AF) Jammu Air Force Station Jammu
CA NO CWEAFJ-37/2025-26 REPAIR AND MAINT OF ROAD AND MISC ITEMS IN TECHNICAL AREA AT AIR FORCE STATION PATHANKOT UNDER GE (AF) PATHANKOT
2025_MES_736622_1
CA NO CWEAFJ-37/2025-26
Open Tender
Civil Works - Roads
180 days
Pathankot
As per NIT and Tender Document
9 documents required · 9 mandatory
₹1,000
GE AF Pathankot
₹1.4 L
Yes
30 Apr 2026
24 Oct 2025
6 Dec 2025
24 Oct 2025
3 Dec 2025
14 Nov 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 pot holes exc 30 mm using mechanical paver hot mix plant as specified and directed by Engr-in-Charge. Note: Premix carpet shall be mixed in hot mix plant as specified.
M&L for applying evenly a priming/tack coat with viscocity grade (VG-10) bituminous primer@10Kg/10Sqm to road surface 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 complete all as specified and directed by Engr-in-Charge.
M&L for applying evenly a priming/tack coat with viscocity grade (VG-10) bituminous [email protected]/10Sqm to road surface complete 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) and 4% stone dust conforming to required specification for filler as per IRC-95, 1987 (filler) by weight to mix, 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 10 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge. Note:- 1. Premixed carpet shall be laid using self propelled mechanical paver and prepration of mix shall be done using computerised hot mix plant. 2. The exact quantity of bitumen to be used shall be determined by design mix by Marshal method.
M&L for Marking the dashes, arrow etc exc 10 cm wide on road surfaces, using hot applied thermoplastic road marking plant 2.5mm thick mixed with redium glass beads @ 250gm/Sqm with automatic machine to provide reflectivity and night vision ( approximate temperature being 200 degree at the time of laying) including cleaning the surface of all dirt and other foreign materials, demarcation at site and control including taking out and refixing of old eye/solar stud complete all as specified and directed.
Sandeep Kumar (BID ID -3484820)
SATISH AND CO (BID ID -3488355)
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