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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | ₹16.0 L Quoted ₹16.1 L | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹18.7 LRejected-Finance PACHPADRA ROAD OPP MILK DAIRY BALOTRA TEHSIL PACHPADRA DISTT BALOTRA RAJ | GANGANAGAR | RAJASTHAN | 335001 | ₹18.7 L | L2 | Rejected-Finance BEING NOT LOWEST |
| 3 | L3₹19.7 LRejected-Finance | ₹19.7 L | L3 | Rejected-Finance BEING NOT LOWEST |
| 4 | L4₹19.9 LRejected-Finance 77 KAILASH PURI BIKANER RAJ C 15 SWC JAIPUR | BIKANER | RAJASTHAN | 331801 | ₹19.9 L | L4 | Rejected-Finance BEING NOT LOWEST |
| 5 | L5₹19.9 LRejected-Finance | ₹19.9 L | L5 | Rejected-Finance BEING NOT LOWEST |
| Sl No | Description | Qty | Unit | M/S SOLANKI GENERAL SUPPLIERS L4 | Beenu Co. Company L1 | Nikhat nirman L5 | chhaba construction L3 | The Home Plus L9 | M/S BHERA RAM & SONS L2 | Savitri Enterprises L7 | YOG INFRA L6 | M/S VISHNOI ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of existing damaged/unserviceable Sign Boards of any size and description fixed in any position from shoulders of runway/Taxiway/Links and stacking and removing from site and making good to disturbed area complete all aspecified and directed by Engineer-in-Charge | 7 | EACH | 747 ₹5,229 | 150 ₹1,050 | 500 ₹3,500 | 50.02 ₹350.14 | 5,000 ₹35,000 | 500 ₹3,500 | 1,000 ₹7,000 | 1,200 ₹8,400 | 2,000 ₹14,000 |
| 2.00 | Supply and fixing in repairs taxiway/runway sign board having 100% UV protected face plate on two sides not more than 1.0 sq m and position from shoulders of runway/Taxiway/Links and the supporting structure described as under:-
(a) Sheet & Frame :- UV protected sheet 3mm thick, with Air pocket ,100% UV resistance for 1000 Hrs, weathering tests or tensile strength as per ASTM G53 and very low flammability as per S-6746, Appx "N" 1994 , temperature resistance (-)40 degree centigrade to (+)80 degree centigrade and able to withstand wind to wind force of 150kg/hr, fixed on non-metallic frame/UPVC square tube frame having minimum tensile strength 4000 kgSqcm, impact strength of 139 Kg/Sqcm. Sheet & frame mounted to 1.80mm to 2.0mm thick GFRP cased on GI tubing light grade 40mm-2 Nos, 1.20m length each complete all as specified and directed.
(b) Sign Board :- Retro Reflective Sheeting, Class C, sheeting 3M Diamond Grade 3 (DG3) confirming to ASTMD 4956-09 type-XI with pressure sensitive adhesive fixed to the UPVC sheet & frame as per manufactures instructions. Size and shape of signs/number/indications & letters etc. complete all as specified and directed.
(c) Sign Board fixing :- PCC 1:2:4 type B-2 using 40 mm graded crushed stone aggregate in pit of size 45 x 45x 60 cm & including excavation/earthwork in hard dense soil, returning filling and removal of surplus soil etc, outside taxiway/Runway/Links complete all aspecified and directed by Engineer-in-Charge | 5 | EACH | 17,747 ₹88,735 | 10,000 ₹50,000 | 20,000 ₹1 L | 15,000 ₹75,000 | 30,000 ₹1.5 L | 15,000 ₹75,000 | 30,000 ₹1.5 L | 16,500 ₹82,500 | 30,000 ₹1.5 L |
| 3.00 | All as per item No. 02 above but size exc. 2 sq m but n. exc. 3.0 sq m complete all aspecified and directed by Engineer-in-Charge. | 2 | EACH | 27,747 ₹55,494 | 18,000 ₹36,000 | 25,000 ₹50,000 | 18,000 ₹36,000 | 25,000 ₹50,000 | 25,200 ₹50,400 | 40,000 ₹80,000 | 18,500 ₹37,000 | 35,000 ₹70,000 |
| 4.00 | Cutting/cleaning grass near shoulders of Runway, taxitrack, ORA, Approch light ,DTGM, Signboards and other area with surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil as per site requirements and including cleaning away all grass and removing materials obtained from cutting/cleaning to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area, site clearance complete all aspecified and directed by Engineer-in-Charge.
Note :- (i) Grass cutting by bush cutter/manually as directed upto DTGM board from the edge of Runway, PTT, LTT and dispersals.
(ii) The height of grass after cutting shall not remains more than 3cm.
(iii) Site availability shall be as per User's /site requirement. | 2,00,000 | SQUARE METRE | 4.47 ₹8.9 L | 4 ₹8 L | 6.5 ₹13 L | 5.6 ₹11.2 L | 8.5 ₹17 L | 6 ₹12 L | 6.25 ₹12.5 L | 5 ₹10 L | 6 ₹12 L |
| 5.00 | Surface dressing n exc 15 cm deep in Hard/dense soil and making good as level /camber requirement as per site for both shoulders of runway, PTT, 105 HU dispersal and links etc complete all aspecified and directed by Engineer-in-Charge .
Note :- Site availability shall be as per User's /site requirement. | 30,000 | SQUARE METRE | 31.47 ₹9.4 L | 24 ₹7.2 L | 18 ₹5.4 L | 24.5 ₹7.3 L | 10 ₹3 L | 18 ₹5.4 L | 20.25 ₹6.1 L | 32 ₹9.6 L | 25 ₹7.5 L |
Updated dates
Tender Value
₹28.0 L
EMD Value
₹56,000
Closing Date
25 Feb 2026, 6:00 pmClosed
CWE (AF) JODHPUR
HQ CWE AF JODHPUR Opp Mosam Vibhag Airforce Chauraha , Ratanada Jodhpur (Raj)-342011
REPAIR TO LINKS SIGNBOARDS FOR TAXIWAY, GRASS CUTTINGS ON SHOULDERS OF RUNWAY AND PTT, 105 HU DISPERSAL IN TECH AREA AT AF STATION PHALODI
2026_MES_750729_1
89129/E8
Open Tender
Civil Works
180 days
GE (AF) Phalodi
AS PER NIT AND TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (AF) Phalodi
₹56,000
Yes
17 Mar 2026
31 Jan 2026
27 Feb 2026
31 Jan 2026
25 Feb 2026
13 Feb 2026
Dismantling of existing damaged/unserviceable Sign Boards of any size and description fixed in any position from shoulders of runway/Taxiway/Links and stacking and removing from site and making good to disturbed area complete all aspecified and directed by Engineer-in-Charge
Supply and fixing in repairs taxiway/runway sign board having 100% UV protected face plate on two sides not more than 1.0 sq m and position from shoulders of runway/Taxiway/Links and the supporting structure described as under:- (a) Sheet & Frame :- UV protected sheet 3mm thick, with Air pocket ,100% UV resistance for 1000 Hrs, weathering tests or tensile strength as per ASTM G53 and very low flammability as per S-6746, Appx "N" 1994 , temperature resistance (-)40 degree centigrade to (+)80 degree centigrade and able to withstand wind to wind force of 150kg/hr, fixed on non-metallic frame/UPVC square tube frame having minimum tensile strength 4000 kgSqcm, impact strength of 139 Kg/Sqcm. Sheet & frame mounted to 1.80mm to 2.0mm thick GFRP cased on GI tubing light grade 40mm-2 Nos, 1.20m length each complete all as specified and directed. (b) Sign Board :- Retro Reflective Sheeting, Class C, sheeting 3M Diamond Grade 3 (DG3) confirming to ASTMD 4956-09 type-XI with pressure sensitive adhesive fixed to the UPVC sheet & frame as per manufactures instructions. Size and shape of signs/number/indications & letters etc. complete all as specified and directed. (c) Sign Board fixing :- PCC 1:2:4 type B-2 using 40 mm graded crushed stone aggregate in pit of size 45 x 45x 60 cm & including excavation/earthwork in hard dense soil, returning filling and removal of surplus soil etc, outside taxiway/Runway/Links complete all aspecified and directed by Engineer-in-Charge
All as per item No. 02 above but size exc. 2 sq m but n. exc. 3.0 sq m complete all aspecified and directed by Engineer-in-Charge.
Cutting/cleaning grass near shoulders of Runway, taxitrack, ORA, Approch light ,DTGM, Signboards and other area with surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil as per site requirements and including cleaning away all grass and removing materials obtained from cutting/cleaning to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area, site clearance complete all aspecified and directed by Engineer-in-Charge. Note :- (i) Grass cutting by bush cutter/manually as directed upto DTGM board from the edge of Runway, PTT, LTT and dispersals. (ii) The height of grass after cutting shall not remains more than 3cm. (iii) Site availability shall be as per User's /site requirement.
Surface dressing n exc 15 cm deep in Hard/dense soil and making good as level /camber requirement as per site for both shoulders of runway, PTT, 105 HU dispersal and links etc complete all aspecified and directed by Engineer-in-Charge . Note :- Site availability shall be as per User's /site requirement.
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