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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | ₹9.0 L | L1 | Admitted-Finance |
| 2 | L2₹9.1 L+₹8,280 (0.92%)Admitted-Finance | ₹9.1 L+₹8,280 (0.92%) | L2 | Admitted-Finance |
| 3 | L3₹9.1 L+₹12,379 (1.37%)Admitted-Finance | ₹9.1 L+₹12,379 (1.37%) | L3 | Admitted-Finance |
| 4 | L4₹9.2 L+₹16,690 (1.85%)Admitted-Finance | ₹9.2 L+₹16,690 (1.85%) | L4 | Admitted-Finance |
| 5 | L5₹9.2 L+₹22,030 (2.45%)Admitted-Finance | ₹9.2 L+₹22,030 (2.45%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S T G ENTERPRISES L6 | DEOGRATIES SEMPER AMA ASSOCIATE L5 | M/S L.N. TRADERS L8 | MS TD CONSTRUCTION L2 | M/S ACE BUILDERS L3 | M/S DHAGPA ENTERPRISES L7 | M/S KEWAN INDIA L4 | M/S T LHAMO ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for preparing existing old treated asphaltic surfaces by brushing with plastic wire brushes for removing all dust & dirt and sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying one coat of runway marking, runway paint (aqua base) golden yellow/orange/red for lines, arrows, letters etc. width or girth exc. 100mm, complete all as per specified and as directed. Note: Painting of runway shall be as per users requirement viz once before Mansoon and after mansoon or as necessitated and directed by Engr-in-Charge. | 160 | Sqm | 335 ₹53,600 | 330 ₹52,800 | 343 ₹54,880 | 315 ₹50,400 | 320 ₹51,200 | 340 ₹54,400 | 325 ₹52,000 | 310 ₹49,600 Lowest |
| 2.00 | M&L for preparing existing old treated asphaltic surfaces by brushing with plastic wire brushes for removing all dust, dirt and sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying one coat of runway marking, runway paint (aqua base) white for lines, arrows, letters etc. width or girth exc. 100mm, complete all as per specified and as directed.
Note: Painting of runway shall be as per users requirement viz once before Mansoon and after mansoon or as per necessitated and directed by Engr-in-Charge. | 160 | Sqm | 325 ₹52,000 | 320 ₹51,200 | 334 ₹53,440 | 295 ₹47,200 | 300 ₹48,000 | 330 ₹52,800 | 310 ₹49,600 | 285 ₹45,600 Lowest |
| 3.00 | M&L for Racking out of old existing sealant compound and back up rod of the Construction joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris . Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant Thereafter filled with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30%. | 147 | PER TEN RUNNING METRES | 2,165 ₹3,18,255 | 2,160 ₹3,17,520 | 2,175 ₹3,19,725 | 2,130 ₹3,13,110 | 2,140 ₹3,14,580 | 2,170 ₹3,18,990 | 2,150 ₹3,16,050 | 2,100 ₹3,08,700 Lowest |
| 4.00 | M&L for Racking out of old existing sealant compound, back up rod and filler board of the Expansion joints by special tools like racker/cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30%. | 147 | PER TEN RUNNING METRES | 3,420 ₹5,02,740 | 3,410 ₹5,01,270 | 3,430 ₹5,04,210 | 3,390 ₹4,98,330 | 3,397 ₹4,99,359 | 3,425 ₹5,03,475 | 3,400 ₹4,99,800 | 3,380 ₹4,96,860 Lowest |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
27 Jul 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE 859 EWS
REPAIR TO JOINT FILLING, ALLIED MAINT WORK, PAINTING IN RUNWAY/TAXI TRACK AT ALG TAWANG AREA UNDER GE 859 EWS
2026_MES_775162_1
9044/E8
Open Tender
Civil Works
Item Rate
180 days
TAWANG
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE 859 EWS
₹17,000
Yes
29 Jul 2026
2 Jul 2026
28 Jul 2026
2 Jul 2026
27 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for preparing existing old treated asphaltic surfaces by brushing with plastic wire brushes for removing all dust & dirt and sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying one coat of runway marking, runway paint (aqua base) golden yellow/orange/red for lines, arrows, letters etc. width or girth exc. 100mm, complete all as per specified and as directed. Note: Painting of runway shall be as per users requirement viz once before Mansoon and after mansoon or as necessitated and directed by Engr-in-Charge. | 5 | Sqm | - | - |
| 2 | M&L for preparing existing old treated asphaltic surfaces by brushing with plastic wire brushes for removing all dust, dirt and sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying one coat of runway marking, runway paint (aqua base) white for lines, arrows, letters etc. width or girth exc. 100mm, complete all as per specified and as directed.
Note: Painting of runway shall be as per users requirement viz once before Mansoon and after mansoon or as per necessitated and directed by Engr-in-Charge. | 4.5 | Sqm | - | - |
| 3 | M&L for Racking out of old existing sealant compound and back up rod of the Construction joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris . Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant Thereafter filled with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30%. | 0.5 | PER TEN RUNNING METRES | - | - |
| 4 | M&L for Racking out of old existing sealant compound, back up rod and filler board of the Expansion joints by special tools like racker/cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30%. | 1 | PER TEN RUNNING METRES | - | - |
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