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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.4 LAdmitted-Finance | ₹50.4 L | L1 | Admitted-Finance |
| 2 | L2₹63.2 LAdmitted-Finance | ₹63.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Does not Satisfy NIT Criteria. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Does not Satisfy NIT Criteria. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Does not Satisfy NIT Criteria. |
| Sl No | Description | Qty | Unit | K B Patel Procon Pvt. Ltd. L2 | MILECON ENGINEERING PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Carriage of materials by mechanical transport excluding loading & unloading etc. complete as per directions of Engineer-in-charge.
a) Earth - Lead 1.00 km | 21 | Cum | 750 ₹15,750 | 100 ₹2,100 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
a) All kinds of soil | 80 | Cum | 450 ₹36,000 | 140 ₹11,200 Lowest |
| 3.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
A) All kinds of soil | 40 | Cum | 250 ₹10,000 | 35 ₹1,400 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 up to 1.5 m. | 59 | Cum | 250 ₹14,750 | 90 ₹5,310 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 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). | 3 | Cum | 5,500 ₹16,500 | 5,265 ₹15,795 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Foundations, footings, bases of columns, etc. for mass concrete | 81 | Sqm | 600 ₹48,600 Lowest | 750 ₹60,750 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 100 | Sqm | 750 ₹75,000 Lowest | 950 ₹95,000 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Suspended floors, roofs, landings, balconies and access platform | 54 | Sqm | 950 ₹51,300 Lowest | 1,050 ₹56,700 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | 143 | Sqm | 1,250 ₹1,78,750 | 1,200 ₹1,71,600 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Columns, Pillars, Piers, Abutments, Posts and Struts | 173 | Sqm | 1,350 ₹2,33,550 Lowest | 1,500 ₹2,59,500 |
Tender Value
₹55.7 L
EMD Value
₹1.7 L
Closing Date
8 Aug 2026, 6:00 pmClosed
AGM(E-C)
AAI, Vadodara Airport
Construction of Overhead Tank at AAI Residential Colony, Ahmedabad.
2026_AAI_280297_1
AAI/AHM/AGM(E-C)/OHWT/2026-27
Open Tender
Civil Works
Works
240 days
Ahmedabad
As per NIT Document
12 documents required · 12 mandatory
₹1,180
₹1.7 L
18 Aug 2026
17 Jul 2026
10 Aug 2026
18 Jul 2026
8 Aug 2026
18 Jul 2026
18 Jul 2026 - 25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carriage of materials by mechanical transport excluding loading & unloading etc. complete as per directions of Engineer-in-charge.
a) Earth - Lead 1.00 km | - | Cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
a) All kinds of soil | - | Cum | - | - |
| - | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
A) All kinds of soil | - | 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 50 m and lift up to 1.5 m. | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 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). | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for :
a) Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - |
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