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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.0 LAccepted-AOC AT ROAD HATIALI PO CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹39.0 L+₹94,720 (2.49%)Rejected-Finance NEAR RASTRYA HINDI VIDYALAYA PO CHABUA DIST DIBRUGARH ASSAM 84 | CHABUA | DIBRUGARH | ASSAM | 786102 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹39.1 L+₹1.1 L (2.88%)Rejected-Finance PO HATIALI SIDING CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹39.3 L+₹1.2 L (3.25%)Rejected-Finance C O SREE SUMANGAL A T ROAD TINSUKIA ASSAM 786125 | TINSUKIA | DIBRUGARH | ASSAM | 786125 | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹39.4 L+₹1.4 L (3.67%)Rejected-Finance PO CHABUA DISTT DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L5 | Rejected-Finance Rejected being L5 |
| Sl No | Description | Qty | Unit | M/S D P BERLIA L4 | pintoo construction L2 | M/s KL Agarwalla & Co L5 | M/S P R SINGH AND SONS L6 | M/s PRABIR ENTERPRISE L7 | M/S S. P. ENTERPRISE L8 | M/s Krishna Construction L3 | D.D Construction L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for raking of joint/removing old any sealing compound, dirt from expansion joints 25mm wide (+3 mm) and 40 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joints with closed cell, medium density, cross linked polyethylene foam backup rod of 20mm dia and applying bond breaker tape on top of backup rod for complete width of the joints, priming top with specified primer suitable for polysulfide sealing compound and filling polysulfide based sealant, 10 mm thick including using masking tape on edges of joints to avoid accidental spillage of sealant on top of surface of pavements complete all as specified and directed. | 1,800 | RM | 495 ₹8,91,000 | 483 ₹8,69,400 | 491 ₹8,83,800 | 490 ₹8,82,000 | 492 ₹8,85,600 | 499 ₹8,98,200 | 488 ₹8,78,400 | 480 ₹8,64,000 Lowest |
| 2.00 | M&L for raking of joints/removing old any sealing compound, dirt from Dummy / Construction Joints 10 mm wide (+ 3 mm) and 30 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joints with closed cell, medium density, cross linked polyethylene foam backup rod of 10 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints, priming top with specified primer suitable for polysulfide sealing compound and filling polysulfide based sealant, 10 mm thick including using masking tape on edges of joints to avoid accidental spillage of sealant on top of surface of pavements complete all as specified and directed. | 1,800 | RM | 455 ₹8,19,000 | 450 ₹8,10,000 | 455 ₹8,19,000 | 457 ₹8,22,600 | 460 ₹8,28,000 | 485 ₹8,73,000 | 453 ₹8,15,400 | 440 ₹7,92,000 Lowest |
| 3.00 | M&L for raking of joints/removing old any sealing compound, dirt, upto a average depth of 30 mm from Dummy / Construction Joints of a average width 12 mm, (+ 3 mm) cleaning the joint sides properly by mechanical means with diamond cutter, filling the joints with closed cell, medium density, cross linked polyethylene foam backup rod of 15 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints, priming top with specified primer suitable for polysulfide sealing compound and filling polysulfide based sealant, 13 mm thick including using masking tape on edges of joints to avoid accidental spillage of sealant on top of surface of pavements complete all as specified and directed. | 1,700 | RM | 465 ₹7,90,500 | 462 ₹7,85,400 | 470 ₹7,99,000 | 471 ₹8,00,700 | 460 ₹7,82,000 | 495 ₹8,41,500 | 466 ₹7,92,200 | 455 ₹7,73,500 Lowest |
| 4.00 | M&L for making good cracks/repair in Concrete slabs (exposed rigid pavement ) by cutting 30mm to 40mm deep and cutting spilled joint, sides perpendicullar and parallal to edges by mechenical tools like dimond cutter,cleaning with compressed air under pressure and filling with Elastomeric concrete after application of specified primer all as per manufactures instruction and specifications complete and removal of rubbish to a distance exc 250 m and nexc 500 m and depositing complete all as specified and as directed by the Engr-in-Charge. | 2 | Sqm | 80,000 ₹1,60,000 | 79,500 ₹1,59,000 | 78,125 ₹1,56,250 | 78,050 ₹1,56,100 | 79,254 ₹1,58,508 | 75,650 ₹1,51,300 Lowest | 78,250 ₹1,56,500 | 78,000 ₹1,56,000 |
| 5.00 | M&L for making good potholes (size not more than 40 x 40mm) in Concrete slabs (exposed rigid pavement) by cutting 30 mm to 40 mm deep and cutting spilled joint, sides perpendicular and parallel to edges by mechanical tools like diamond cutter, cleaning with compressed air under pressure and filling with Elastomeric concrete after application of specified primer all as per manufactures instruction and specifications complete and removal of rubbish to a distance exc 250 m and nexc 500 m and depositing complete all as specified and as directed. | 1,500 | Each | 477 ₹7,15,500 | 472 ₹7,08,000 | 477 ₹7,15,500 | 480 ₹7,20,000 | 468 ₹7,02,000 | 482 ₹7,23,000 | 475 ₹7,12,500 | 465 ₹6,97,500 Lowest |
| 6.00 | M&L for scraping of grass/wild growth, etc around the runway lights DTGM/link boards, monsoon drain channels etc in airfield area including removing of rubbish from the site to a distance not exc 50 mtr and deposited where directed at a level n.exc 1.5mtr above the starting point complete all as specified and as directed. | 6,480 | SQM | 31 ₹2,00,880 | 33 ₹2,13,840 | 34 ₹2,20,320 | 35 ₹2,26,800 | 42 ₹2,72,160 | 34 ₹2,20,320 | 33 ₹2,13,840 | 29 ₹1,87,920 Lowest |
| 7.00 | Rough excavation not exceeding 1.5 m deep and
getting out in soft / loose soil complete all as specified. | 250 | Cum | 275 ₹68,750 | 280 ₹70,000 | 280 ₹70,000 | 285 ₹71,250 | 293 ₹73,250 | 283 ₹70,750 | 270 ₹67,500 | 250 ₹62,500 Lowest |
| 8.00 | Removing excavated soil exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and as directed. | 250 | Cum | 880 ₹2,20,000 | 880 ₹2,20,000 | 877 ₹2,19,250 | 900 ₹2,25,000 | 750 ₹1,87,500 Lowest | 898 ₹2,24,500 | 870 ₹2,17,500 | 850 ₹2,12,500 |
| 9.00 | Spreading and levelling in layers n.exc 25 cm thick, watering and well ramming complete all as specified and directed. | 250 | Cum | 245 ₹61,250 | 250 ₹62,500 | 240 ₹60,000 | 265 ₹66,250 | 365 ₹91,250 | 252 ₹63,000 | 237 ₹59,250 | 230 ₹57,500 Lowest |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
9 Apr 2026, 6:00 pmClosed
GE (AF) CHABUA
GE (AF) CHABUA
REPAIRS TO RIGID/ FLEXIBLE PAVEMENTS AND SURFACE OF RUNWAY, PAINTAING, CRACK FILLING, MONSOON DRAIN CLEAINING WORK AT ALG PASIGHAT STATION UNDER GE (AF) CHABUA
2026_MES_756853_1
783
Open Tender
Civil Works
Item Rate
270 days
GE (AF) CHABUA
Please refer tender docu
6 documents required · 6 mandatory
₹500
Yes
GE (AF) CHABUA
₹74,000
Yes
2 May 2026
19 Mar 2026
11 Apr 2026
19 Mar 2026
9 Apr 2026
2 Apr 2026
19 Mar 2026 - 26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1M&L for raking of joint/removing old any sealing compound, dirt from expansion joints 25mm wide (+3 mm) and 40 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joints with closed cell, medium density, cross linked polyethylene foam backup rod of 20mm dia and applying bond breaker tape on top of backup rod for complete width of the joints, priming top with specified primer suitable for polysulfide sealing compound and filling polysulfide based sealant, 10 mm thick including using masking tape on edges of joints to avoid accidental spillage of sealant on top of surface of pavements complete all as specified and directed. | |||||
| 2M&L for raking of joints/removing old any sealing compound, dirt from Dummy / Construction Joints 10 mm wide (+ 3 mm) and 30 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joints with closed cell, medium density, cross linked polyethylene foam backup rod of 10 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints, priming top with specified primer suitable for polysulfide sealing compound and filling polysulfide based sealant, 10 mm thick including using masking tape on edges of joints to avoid accidental spillage of sealant on top of surface of pavements complete all as specified and directed. | |||||
| 3M&L for raking of joints/removing old any sealing compound, dirt, upto a average depth of 30 mm from Dummy / Construction Joints of a average width 12 mm, (+ 3 mm) cleaning the joint sides properly by mechanical means with diamond cutter, filling the joints with closed cell, medium density, cross linked polyethylene foam backup rod of 15 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints, priming top with specified primer suitable for polysulfide sealing compound and filling polysulfide based sealant, 13 mm thick including using masking tape on edges of joints to avoid accidental spillage of sealant on top of surface of pavements complete all as specified and directed. | |||||
| 4M&L for making good cracks/repair in Concrete slabs (exposed rigid pavement ) by cutting 30mm to 40mm deep and cutting spilled joint, sides perpendicullar and parallal to edges by mechenical tools like dimond cutter,cleaning with compressed air under pressure and filling with Elastomeric concrete after application of specified primer all as per manufactures instruction and specifications complete and removal of rubbish to a distance exc 250 m and nexc 500 m and depositing complete all as specified and as directed by the Engr-in-Charge. | |||||
| 5M&L for making good potholes (size not more than 40 x 40mm) in Concrete slabs (exposed rigid pavement) by cutting 30 mm to 40 mm deep and cutting spilled joint, sides perpendicular and parallel to edges by mechanical tools like diamond cutter, cleaning with compressed air under pressure and filling with Elastomeric concrete after application of specified primer all as per manufactures instruction and specifications complete and removal of rubbish to a distance exc 250 m and nexc 500 m and depositing complete all as specified and as directed. | |||||
| 6M&L for scraping of grass/wild growth, etc around the runway lights DTGM/link boards, monsoon drain channels etc in airfield area including removing of rubbish from the site to a distance not exc 50 mtr and deposited where directed at a level n.exc 1.5mtr above the starting point complete all as specified and as directed. | |||||
| 7Rough excavation not exceeding 1.5 m deep and getting out in soft / loose soil complete all as specified. | |||||
| 8Removing excavated soil exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and as directed. | |||||
| 9Spreading and levelling in layers n.exc 25 cm thick, watering and well ramming complete all as specified and directed. | |||||
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