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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC | ₹45.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹49.3 L+₹3.3 L (7.22%)Rejected-Finance | ₹49.3 L+₹3.3 L (7.22%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹49.3 L+₹3.4 L (7.36%)Rejected-Finance | ₹49.3 L+₹3.4 L (7.36%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹49.9 L+₹4.0 L (8.72%)Rejected-Finance | ₹49.9 L+₹4.0 L (8.72%) | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹50.5 L+₹4.5 L (9.88%)Rejected-Finance | ₹50.5 L+₹4.5 L (9.88%) | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | A K DUTTA CHOWDHURY AND CO L9 | M/S PAUL CONSTRUCTION L8 | SHRI RAJEN PASWAN L5 | M/S DILIP GOSWAMI L6 | FRONTIER CONSORTIUM L4 | Chief Builders &Consultants L3 | THE SUPPLY AGENCY L7 | M/S P.G CONSTRUCTION L2 | AJOY DUTTA CHOWDHURY AND CO L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting of grass, bushes, jungles, etc.pre or post monsoon mechanically and to be removed from sites and deposited at low land area outside of MoD land complete all as specified and as directed. | 17,498 | Per 10 Sqm | 210 ₹36,74,580 | 210 ₹36,74,580 | 200 ₹34,99,600 | 203.33 ₹35,57,868.34 | 200.1 ₹35,01,349.8 | 195 ₹34,12,110 | 205 ₹35,87,090 | 195 ₹34,12,110 | 180 ₹31,49,640 Lowest |
| 2.00 | Racking out of old existing sealant compound and back up rod of the existing dummy joints by special tools like cutting blades/machines, widening of joints by 2mm with 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 pacing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 8mm 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% complete all as specified and as directed by Engineer -In-Charge. | 180 | 10 RM | 3,200 ₹5,76,000 | 3,300 ₹5,94,000 | 3,180 ₹5,72,400 | 3,009.1 ₹5,41,638 | 3,002 ₹5,40,360 | 3,100 ₹5,58,000 | 3,150 ₹5,67,000 | 3,080 ₹5,54,400 | 2,900 ₹5,22,000 Lowest |
| 3.00 | Racking out of old existing sealant compound, back
up rod and filler board of the existing expansion joints by special tools like racker/cutting blades/machines, widening of joints by 2mm with 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 25mm 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 30mm 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% complete all as specified and directed by Engineer -In-Charge. | 137 | 10 RM | 6,050 ₹8,28,850 | 6,150 ₹8,42,550 | 6,150 ₹8,42,550 | 5,911.11 ₹8,09,822.07 | 5,900 ₹8,08,300 | 6,050 ₹8,28,850 | 6,100 ₹8,35,700 | 6,050 ₹8,28,850 | 5,800 ₹7,94,600 Lowest |
| 4.00 | M&L for cleaning the existing cracks 6mm to 10mm wide and 50mm deep as in bituminous surface of runway, by blowing all loose foreign particles with air compressor, removing rubbish outside MoD land and filling the cracks with sealing compound Grade 'B' (IS-1834) and finish the top surfaces complete all as specified and as directed.
NOTE : The contract sum shall be derieved by deducting the amount shown in Schedule of Credit attached to this tender from total amount of Schedule 'A'/BOQ. | 554 | RM | 350 ₹1,93,900 | 275 ₹1,52,350 | 240 ₹1,32,960 | 265 ₹1,46,810 | 260 ₹1,44,040 | 240 ₹1,32,960 | 243 ₹1,34,622 | 235 ₹1,30,190 | 230 ₹1,27,420 Lowest |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
6 Jul 2026, 6:00 pmClosed
GE (AF) JORHAT
JORHAT
REPAIR TO RUNWAY JOINT FILLING OF RIGID PAVEMENT AND GRASS CUTTING AT ALG MECHUKA AND TUTING UNDER GE (AF) JORHAT
2026_MES_772360_1
8791/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) JORHAT
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (AF) JORHAT
₹90,000
Yes
19 Aug 2026
15 Jun 2026
8 Jul 2026
15 Jun 2026
6 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting of grass, bushes, jungles, etc.pre or post monsoon mechanically and to be removed from sites and deposited at low land area outside of MoD land complete all as specified and as directed. | 17,498 | Per 10 Sqm | - | - |
| 2 | Racking out of old existing sealant compound and back up rod of the existing dummy joints by special tools like cutting blades/machines, widening of joints by 2mm with 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 pacing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 8mm 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% complete all as specified and as directed by Engineer -In-Charge. | 180 | 10 RM | - | - |
| 3 | Racking out of old existing sealant compound, back
up rod and filler board of the existing expansion joints by special tools like racker/cutting blades/machines, widening of joints by 2mm with 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 25mm 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 30mm 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% complete all as specified and directed by Engineer -In-Charge. | 137 | 10 RM | - | - |
| 4 | M&L for cleaning the existing cracks 6mm to 10mm wide and 50mm deep as in bituminous surface of runway, by blowing all loose foreign particles with air compressor, removing rubbish outside MoD land and filling the cracks with sealing compound Grade 'B' (IS-1834) and finish the top surfaces complete all as specified and as directed.
NOTE : The contract sum shall be derieved by deducting the amount shown in Schedule of Credit attached to this tender from total amount of Schedule 'A'/BOQ. | 554 | RM | - | - |
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