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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-Finance | ₹32.6 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹33.8 LRejected-Finance | ₹33.8 L | L2 | Rejected-Finance Highest Bidder |
| 3 | L3₹37.5 LRejected-Finance 0 PANANDHRO PANANDHRO LAKHAPAT PANANDHRO KACHCHH GUJARAT 370627 UDYAM GJ 13 0010841 | KACHCHH | GUJARAT | 370627 | ₹37.5 L | L3 | Rejected-Finance Highest Bidder |
| Sl No | Description | Qty | Unit | Om Construction L2 | SHREE KHODIYAR TRADERS L3 | ASHTAPAD INFRASTRUCTURE L1 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE - A | ||||||
| 1.01 | 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 for all lift, as directed by Engineer-incharge.
All kinds of soil | 46 | Cum | 350 ₹16,100 | 250 ₹11,500 | 250 ₹11,500 |
| 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-II) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.2 | Cum | 4,400 ₹9,680 | 6,500 ₹14,300 | 5,100 ₹11,220 |
| 3.01 | 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 M30 grade with minimum cement content of 350 kg /cum | 11.2 | Cum | 8,000 ₹89,600 | 8,000 ₹89,600 | 6,500 ₹72,800 |
| 4.01 | 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 M30 grade with minimum cement content of 350 kg /cum | 80 | Cum | 8,900 ₹7.1 L | 8,000 ₹6.4 L | 7,200 ₹5.8 L |
| 5.01 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 18.3 | Quintal | 710 ₹12,993 | 1,500 ₹27,450 | 600 ₹10,980 |
| 6.01 | 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. | 1,232 | Kg | 80 ₹98,560 | 100 ₹1.2 L | 85 ₹1.0 L |
| 7.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 8,800 | Kg | 89 ₹7.8 L | 100 ₹8.8 L | 85 ₹7.5 L |
| 8.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete | 12 | Sqm | 170 ₹2,040 | 350 ₹4,200 | 351 ₹4,212 |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 564 | Sqm | 350 ₹2.0 L | 350 ₹2.0 L | 480 ₹2.7 L |
Tender Value
₹42.2 L
EMD Value
₹1.3 L
Closing Date
6 Mar 2026, 4:00 pmClosed
AGM (Engg-Civil) AAI Vadodara Airport
Old Terminal Building, Airports Authority of India, Vadodara Airport Vadodara - 390022
Construction of lift well for 4 storeyed residential building in AAI Colony at Vadodara Airport.
2026_AAI_266832_1
AAI/VAD/AGM(E-C)/Colony Lift Well/25-26
Open Tender
Civil Works
180 days
Vadodara Airport
See Tender Document
13 documents required · 13 mandatory
₹1,180
₹1.3 L
30 Mar 2026
12 Feb 2026
9 Mar 2026
13 Feb 2026
6 Mar 2026
13 Feb 2026
13 Feb 2026 - 19 Feb 2026
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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LIFTWELL_TENDER.pdf
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BOQ_310405.xls
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