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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-Finance MAIN STREET GONDER 35 VILL GONDER KARNAL HARYANA 132024 | KARNAL | KARNAL | HARYANA | 132024 | ₹2.3 Cr | L1 | Accepted-Finance You are the Lowest Bidder. |
| 2 | L2₹2.8 Cr+₹46.3 L (19.9%)Rejected-Finance | ₹2.8 Cr+₹46.3 L (19.9%) | L2 | Rejected-Finance You are not the Lowest Bidder |
| 3 | L3₹2.8 Cr+₹47.9 L (20.5%)Rejected-Finance 24 GROUND FLOOR PUJIT PLAZA SECTOR 11 CBD BELAPUR NAVI MUMBAI 400614 | THANE | MAHARASHTRA | 400614 | ₹2.8 Cr+₹47.9 L (20.5%) | L3 | Rejected-Finance You are not the Lowest Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible as per NIT criteria. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Eligible as per NIT criteria. |
| Sl No | Description | Qty | Unit | Vinayak Infra Signs and Projects Pvt Ltd L3 | Pavee Construction L1 | RRCONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 70 | cum | 1,500 ₹1,05,000 | 800 ₹56,000 Lowest | 900 ₹63,000 |
| 2.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | 665 | sqm | 100 ₹66,500 Lowest | 100 ₹66,500 Lowest | 100 ₹66,500 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. | 631 | cum | 200 ₹1,26,200 | 120 ₹75,720 | 110 ₹69,410 Lowest |
| 4.00 | 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 50 m and lift upto 1.5 m. | 442 | cum | 200 ₹88,400 | 50 ₹22,100 Lowest | 70 ₹30,940 |
| 5.00 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil. | 214 | cum | 200 ₹42,800 | 10 ₹2,140 Lowest | 225 ₹48,150 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 37.3 | cum | 8,000 ₹2,98,400 | 4,000 ₹1,49,200 Lowest | 4,050 ₹1,51,065 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | 565.92 | sqm | 500 ₹2,82,960 | 300 ₹1,69,776 Lowest | 450 ₹2,54,664 |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 11,955 | kg | 90 ₹10,75,950 | 68 ₹8,12,940 Lowest | 76 ₹9,08,580 |
| 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. | 119.55 | cum | 8,500 ₹10,16,175 | 6,000 ₹7,17,300 Lowest | 7,000 ₹8,36,850 |
| 10.00 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 35.87 | quintal | 4,500 ₹1,61,415 | 600 ₹21,522 Lowest | 900 ₹32,283 |
Tender Value
₹3.4 Cr
EMD Value
₹10.1 L
Closing Date
25 Nov 2025, 6:00 pmClosed
Sr. Mgr. (E- C), AAI
Gaya Airport, Gaya-823004
Construction of Tensile Membrane Canopy (PVC/ PVDE) coated shade infront of Terminal building at Gaya Airport, Gaya
2025_AAI_254207_1
AAI/GY/SM/E-C/CANOPY/2025-26
Open Tender
Civil Works
Item Rate
180 days
Gaya Airport
As per Tender Documents
2 documents required · 2 mandatory
₹1,180
₹10.1 L
18 Jan 2026
5 Nov 2025
27 Nov 2025
5 Nov 2025
25 Nov 2025
5 Nov 2025
5 Nov 2025 - 12 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 70 | cum | - | - |
| 2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | 665 | sqm | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. | 631 | cum | - | - |
| 4 | 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 50 m and lift upto 1.5 m. | 442 | cum | - | - |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil. | 214 | cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 37.3 | cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | 565.92 | sqm | - | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 11,955 | kg | - | - |
| 9 | 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. | 119.55 | cum | - | - |
| 10 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 35.87 | quintal | - | - |
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