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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 LAdmitted-Finance | ₹26.1 L | L1 | Admitted-Finance |
| 2 | L2₹26.3 L+₹12,504.80 (0.48%)Admitted-Finance | ₹26.3 L+₹12,504.80 (0.48%) | L2 | Admitted-Finance |
| 3 | L3₹28.1 L+₹1.9 L (7.39%)Admitted-Finance | ₹28.1 L+₹1.9 L (7.39%) | L3 | Admitted-Finance |
| 4 | L4₹35.5 L+₹9.4 L (35.9%)Admitted-Finance | ₹35.5 L+₹9.4 L (35.9%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not received all requisit documents as per NIT criteria |
| Sl No | Description | Qty | Unit | M/s Anjali Enterprise L4 | M/S TAKAR L2 | Wirmon Construction L1 | EKIPI MIULI L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | CIVIL ITEMS
Clearing grass and removal of the rubbish upto a distance of 10m outside the periphery of the area cleared. | 120 | sqm | 300 ₹36,000 | 15 ₹1,800 | 7.2 ₹864 | 1 ₹120 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.6 m, including getting out the excavated soil. A) All kinds of soil. | 50 | cum | 180 ₹9,000 Lowest | 310 ₹15,500 | 208 ₹10,400 | 350 ₹17,500 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each Deposited layer by ramming and watering, lead up to 10 m and lift upto 1.6m. | 35 | cum | 150 ₹5,250 Lowest | 196 ₹6,860 | 156.8 ₹5,488 | 250 ₹8,750 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:a) 1:4:8 (1 Cement : 4 coarse sand (Zone III) : 8 graded stone aggregate 40 mm nominal size). | 5 | cum | 4,500 ₹22,500 | 5,800 ₹29,000 | 4,164 ₹20,820 Lowest | 5,500 ₹27,500 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
a) 1:2:4 (1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size). | 12 | cum | 5,500 ₹66,000 Lowest | 6,200 ₹74,400 | 6,302.4 ₹75,628.8 | 6,500 ₹78,000 |
| 6.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 35 | sqm | 1,200 ₹42,000 | 520 ₹18,200 | 599.2 ₹20,972 | 75 ₹2,625 Lowest |
| 7.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 12 | sqm | 2,000 ₹24,000 | 385 ₹4,620 | 396 ₹4,752 | 10 ₹120 Lowest |
| 8.00 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 67 | sqm | 4,000 ₹2,68,000 | 65 ₹4,355 | 116.8 ₹7,825.6 | 15 ₹1,005 Lowest |
| 9.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum. | 17 | cum | 8,500 ₹1,44,500 | 7,850 ₹1,33,450 | 7,551.2 ₹1,28,370.4 Lowest | 9,500 ₹1,61,500 |
| 10.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330kg/cum | 22 | cum | 8,500 ₹1,87,000 | 8,200 ₹1,80,400 | 7,836 ₹1,72,392 Lowest | 9,000 ₹1,98,000 |
Tender Value
₹36.6 L
EMD Value
₹1.1 L
Closing Date
22 Aug 2026, 6:00 pmClosed
Sh. Arup Hatibaruah, AGM(E-C)
O/o RED, NER, RHQ Old Building G-Floor, AAI.
Construction of the Public Toilet on the cityside outside the New Terminal Building, Tezu Airport.
2026_AAI_285959_1
AAI/RHQ/NER/Tezu/P.Toil/26-27
Open Tender
Civil Works
Item Rate
240 days
Tezu Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.1 L
17 Sept 2026
30 Jul 2026
24 Aug 2026
31 Jul 2026
22 Aug 2026
31 Jul 2026
31 Jul 2026 - 6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL ITEMS
Clearing grass and removal of the rubbish upto a distance of 10m outside the periphery of the area cleared. | 120 | sqm | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.6 m, including getting out the excavated soil. A) All kinds of soil. | 50 | cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each Deposited layer by ramming and watering, lead up to 10 m and lift upto 1.6m. | 35 | cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:a) 1:4:8 (1 Cement : 4 coarse sand (Zone III) : 8 graded stone aggregate 40 mm nominal size). | 5 | cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
a) 1:2:4 (1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size). | 12 | cum | - | - |
| - | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 35 | sqm | - | - |
| - | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 12 | sqm | - | - |
| - | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 67 | sqm | - | - |
| - | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum. | 17 | cum | - | - |
| - | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330kg/cum | 22 | cum | - | - |
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