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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC BIR SARDALIA RESIDENCY AIR FORCE ROAD BARYAL UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹31.5 L+₹8.9 L (39.6%)Rejected-Finance SUBASH NAGAR W NO 5 H NO 354 BEHIND SBI UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance BEING L2 | |
| 3 | L3₹31.9 L+₹9.3 L (41.3%)Rejected-Finance VILL PO JAGANOO DISTT UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance BEING L3 | |
| 4 | L4₹33.0 L+₹10.4 L (46.1%)Rejected-Finance | L4 | Rejected-Finance BEING L4 | |
| 5 | L5₹33.7 L+₹11.1 L (49.2%)Rejected-Finance | L5 | Rejected-Finance BEING L5 |
| Sl No | Description | Qty | Unit | rajkumar sharma L4 | M/s B K SHARMA & SONS L5 | DAVINDER SINGH L6 | KALSOTRA CONSTRUCTION CO L3 | APARANA ENTERPRISES L2 | SARDALIA CONST CO L1 | M/S CHANOTER BUILDING MATERIAL L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Raking out existing filling in expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete remove existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials i.e dirt/dust etc to entire satisfaction of Engr-in-Charge, applying with provision of bond breaker tape on bottom of joint and filling depth of joint with provision of polyethylene back up rod of suitable dia to ensure tight packing so that no gap or voides exist at the top of back up rod. The deteriorated edges of concrete joints (included upto 50mm either sides of the joints) shall be made good to true line with provision of polymer concrete. Joints (16mm to 24 mm wide) shall be sealed with provision of polyurethane based sealant with primer and filling the joints with polyurethane based sealing compound as laid down in manufacturers instructions and as directed by Engr-in-Charge. Minimum clear depth of sealant above back up rod shall be10 mm complete all as specified and as directed. NOTES:-(i) Size of joints shall be made by cutting; in case not available at site.
(ii) If width of joints by cutting exceeds as specified above, the same shall be filled by polyurethane based sealant and no extra payment shall be made.
(iii) Remaining depth at bottom (after keeping provision for back up rod & sealant) shall be filled with sand and cost of same shall be deemed included in item rate quoted by tenderer. No extra payment for provisioning of sand (if any) shall be made.
(iv) Masking tape shall be applied on edges of joint to prevent accidental spillage of sealant and shall be removed after filling with sealant. Cost of the same shall be deemed included in item rate quoted by tenderer.
(v) Expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete removal of existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials ie dirt/dust etc complete all as specified and directed. | 4,071 | RM | 260 ₹10,58,460 | 240 ₹9,77,040 | 260 ₹10,58,460 | 215 ₹8,75,265 | 225 ₹9,15,975 | 140 ₹5,69,940 Lowest | 420 ₹17,09,820 |
| 2.00 | All as per srl item No 1 above but joints 25 mm to 30mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 2,000 | RM | 280 ₹5,60,000 | 270 ₹5,40,000 | 290 ₹5,80,000 | 222 ₹4,44,000 | 234 ₹4,68,000 | 202 ₹4,04,000 Lowest | 340 ₹6,80,000 |
| 3.00 | All as per srl item No 1 above but joints 31mm to 35mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 1,500 | RM | 280 ₹4,20,000 | 280 ₹4,20,000 | 325 ₹4,87,500 | 225 ₹3,37,500 Lowest | 243 ₹3,64,500 | 302 ₹4,53,000 | 340 ₹5,10,000 |
| 4.00 | Ploughing of SGA not less than 30cm in depth using plant & its connected tools required for ploughing complete all as specified and directed. | 9,000 | XSqm | 12 ₹1,08,000 | 10 ₹90,000 | 10 ₹90,000 | 9 ₹81,000 Lowest | 12 ₹1,08,000 | 10 ₹90,000 | 30 ₹2,70,000 |
| 5.00 | M&L for repair to cracks of width 2 to 8 mm in flexible surfaces by cleaning of all cracks with air compressor and make it free from dust and applying evenly blown hot bitumen of grade 85/25 (ISI Mark) in two coats with necessary interval to ensure complete filling/total filling of the gap in line with existing pavement, finally dry coarse sand mixed with cement in 1:1 ratio sprinkled on top complete to ensure uniform finish all as specified and as directed. | 15,000 | RM | 40 ₹6,00,000 | 20 ₹3,00,000 Lowest | 24 ₹3,60,000 | 30 ₹4,50,000 | 30 ₹4,50,000 | 32 ₹4,80,000 | 25 ₹3,75,000 |
| 6.00 | Cutting of Grass Shurbs, Weeds, Bushes, Vegetations, etc. with the help of Bush Cutting Machine including small trees girth up to 30cm along the Sides of Runway, PTT, Links, etc. including collecting and disposing all waste, trimmings etc outside AF land as required, complete all as specified and as directed.
NOTES:
(1) The height of grass shrubs, weeds, bushes, vegetation etc should not exceed 200mm after cutting and it shall measured in Pocket wise which includes cutting of edges in drain/PTT/ any area other than grass surfaces.
(2) Measurement for payment shall made be after execution of above mentioned requirement in pocket wise.
(3) Pocket/Task area shall be as decided and directed by Engineer in Charge.
(4) Proper record shall be maintained wrt location & date of execution of work.
(5) Disposal of waste is deemed to be included in quoted rates. Contractor shall ensure immediate removal of all waste materials after cutting, trimming etc under his own arrangement and dispose off outside AF land as per Municipal Corporation/State Govt regulations.
(6) Contractor shall ensure that the waste/trims are not blown on runways, PTT, links etc and shall depute labourers for immediate cleaning/sweeping & removal from site to avoid FOD. Contractor's quoted rate shall be deemed to be inclusive of the above aspect. | 90,000 | XSqm | 3 ₹2,70,000 | 8 ₹7,20,000 | 11.5 ₹10,35,000 | 7.8 ₹7,02,000 | 7.17 ₹6,45,300 | 2 ₹1,80,000 Lowest | 5 ₹4,50,000 |
| 7.00 | All as per item No. 07.0 here-in-before but with the help of Jungle Jim Tractor.
NOTE: CONTRACTOR SHALL PROVIDE MINIMUM 02 NOS BUSH CUTTING MACHINE & 01 NO JUNGLE JIM TRACTOR ALONGWITH SKILLED OPERATOR MIN ONCE IN A WEEK OR AS REQUIRED BY USER. JUNGLE JIM SHALL BE COVERED IN A MANNER SO THAT GRASS SHOULD NOT BE SPREAD OUT SIDE THE CUTTING AREA TO AVOID FOD AT AIRFIELD. | 40,000 | XSqm | 7 ₹2,80,000 | 8 ₹3,20,000 | 9 ₹3,60,000 | 7.5 ₹3,00,000 | 5 ₹2,00,000 | 2 ₹80,000 Lowest | 12 ₹4,80,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
9 Jun 2026, 6:00 pmClosed
GE AF UDHAMPUR
GE (AF) STN UDHAMPUR
REPAIR OF JOINT FILLING, PME AND CRACKS IN RIGID AND FLEXIBLE SURFACES , EPOXY REPAIR TO RIGID SURFACES ETC AND CONNECTED B/R REPAIR WORKS AT AF STN UDHAMPUR
2026_MES_766513_1
GEAFU-22/2026-27
Open Tender
Civil Works
Works
180 days
GE (AF) STATION UDHAMPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) UDHAMPUR
₹90,000
7 Jul 2026
19 May 2026
11 Jun 2026
19 May 2026
9 Jun 2026
2 Jun 2026
19 May 2026 - 26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Raking out existing filling in expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete remove existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials i.e dirt/dust etc to entire satisfaction of Engr-in-Charge, applying with provision of bond breaker tape on bottom of joint and filling depth of joint with provision of polyethylene back up rod of suitable dia to ensure tight packing so that no gap or voides exist at the top of back up rod. The deteriorated edges of concrete joints (included upto 50mm either sides of the joints) shall be made good to true line with provision of polymer concrete. Joints (16mm to 24 mm wide) shall be sealed with provision of polyurethane based sealant with primer and filling the joints with polyurethane based sealing compound as laid down in manufacturers instructions and as directed by Engr-in-Charge. Minimum clear depth of sealant above back up rod shall be10 mm complete all as specified and as directed. NOTES:-(i) Size of joints shall be made by cutting; in case not available at site.
(ii) If width of joints by cutting exceeds as specified above, the same shall be filled by polyurethane based sealant and no extra payment shall be made.
(iii) Remaining depth at bottom (after keeping provision for back up rod & sealant) shall be filled with sand and cost of same shall be deemed included in item rate quoted by tenderer. No extra payment for provisioning of sand (if any) shall be made.
(iv) Masking tape shall be applied on edges of joint to prevent accidental spillage of sealant and shall be removed after filling with sealant. Cost of the same shall be deemed included in item rate quoted by tenderer.
(v) Expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete removal of existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials ie dirt/dust etc complete all as specified and directed. | 4,071 | RM | - | - |
| 2 | All as per srl item No 1 above but joints 25 mm to 30mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 2,000 | RM | - | - |
| 3 | All as per srl item No 1 above but joints 31mm to 35mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 1,500 | RM | - | - |
| 4 | Ploughing of SGA not less than 30cm in depth using plant & its connected tools required for ploughing complete all as specified and directed. | 9,000 | XSqm | - | - |
| 5 | M&L for repair to cracks of width 2 to 8 mm in flexible surfaces by cleaning of all cracks with air compressor and make it free from dust and applying evenly blown hot bitumen of grade 85/25 in two coats with necessary interval to ensure complete filling/total filling of the gap in line with existing pavement, finally dry coarse sand mixed with cement in 1:1 ratio sprinkled on top complete to ensure uniform finish all as specified and as directed. | 15,000 | RM | - | - |
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