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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹34.2 CrAccepted-AOC 54 20 6 FIRST FLOOR ROAD NO 1 KANAKADURGA GAZETTED OFFICERS COLONY GURUNANAK NAGAR VIJAYAWADA 520008 ANDRA PRADESH | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520008 | ₹34.2 Cr | L-1 | Accepted-AOC SECURED L-1 POSITION, WORK ORDER ISUUED. |
| 2 | L-2₹35.4 CrRejected-AOC | ₹35.4 Cr | L-2 | Rejected-AOC SECURED L-2 POSITION |
| 3 | L-3₹39.7 CrRejected-AOC | ₹39.7 Cr | L-3 | Rejected-AOC SECURED L-3 POSITION |
| 4 | L-4₹53.3 CrRejected-AOC | ₹53.3 Cr | L-4 | Rejected-AOC SECURED L-4 POSITION |
| 5 | Rejected-Technical 3RD FLOOR T 19 SUKAN MALL NEAR RAJSTHAN HOSPITAL SHAHIBAUG AHMEDABAD GUJARAT 380004 | AHMADABAD | GUJARAT | 380004 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | M.S.Khurana Engineering Limited H1 | TRENZET INFRA LIMITED H4 | ATR INFRAPROJECTS PVT LTD H3 | Niyati Infracon Limited H2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. complete as per the direction of Engineer Incharge. By Mechanical means and in area of light jungle | 170 | Hectare | 47,250 ₹80,32,500 | 1,750 ₹2,97,500 Lowest | 60,000 ₹1,02,00,000 | 11,000 ₹18,70,000 |
| 2.00 | Construction of embankment with approved soil/earth material (having parametrs of soaked CBR more than 5, FSI less than 15 and UCS more than 1.5Kg/sq.cm) obtained from borrow pits with all lifts and leads (average lead of 10Kms), transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 etc. complete as per the direction of Engineer Incharge. | 18,00,000 | Cum | 263 ₹47,34,00,000 | 164 ₹29,52,00,000 Lowest | 167 ₹30,06,00,000 | 195 ₹35,10,00,000 |
| 3.00 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - (a)All work up to plinth level: 1:4:8 (1cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size). | 743 | Cum | 5,100 ₹37,89,300 | 5,000 ₹37,15,000 | 4,750 ₹35,29,250 | 3,800 ₹28,23,400 Lowest |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for: foundations, footings, bases of columns, etc. for mass concrete. | 563 | Sqm | 700 ₹3,94,100 | 600 ₹3,37,800 | 375 ₹2,11,125 | 225 ₹1,26,675 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 12,000 | Sqm | 800 ₹96,00,000 | 500 ₹60,00,000 | 395 ₹47,40,000 | 275 ₹33,00,000 Lowest |
| 6.00 | 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.(i) All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg/cum
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. | 2,954 | Cum | 6,000 ₹1,77,24,000 | 6,100 ₹1,80,19,400 | 5,750 ₹1,69,85,500 Lowest | 6,500 ₹1,92,01,000 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(i) Thermo- Mechanically Treated bars of Corrosion Resistance Steel (CRS) of grade Fe-500D or more | 2,36,320 | Kg | 85 ₹2,00,87,200 | 79 ₹1,86,69,280 | 75 ₹1,77,24,000 Lowest | 80 ₹1,89,05,600 |
Tender Value
₹39.9 Cr
EMD Value
₹1.2 Cr
Closing Date
19 Dec 2025, 6:00 pmClosed
Asst.General manager(E-C)
Asst.General Manager(Engg Civil), DIACL,3rd Floor, Karmayogi Bhavan,Sector 10A, Gandhinagar 382010
1) earth filling and embankment works to the design profile and grade 2) Complete construction. of all drain, connections and outfall culverts works etc
2025_AAI_255308_1
DIACL/Dholera/RWY/Proj/Non ops/2025
Open Tender
Construction Works
Item Rate
180 days
Dholera airport
As per NIT
17 documents required · 17 mandatory
₹5,900
DHOLERA INTERNATIONAL AIRPORT COMPANY LIMITED
₹1.2 Cr
Dholera airport
30 Jun 2026
28 Nov 2025
26 Dec 2025
28 Nov 2025
19 Dec 2025
28 Nov 2025
28 Nov 2025 - 8 Dec 2025
5 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. complete as per the direction of Engineer Incharge. By Mechanical means and in area of light jungle | 170 | Hectare | - | - |
| 2 | Construction of embankment with approved soil/earth material (having parametrs of soaked CBR more than 5, FSI less than 15 and UCS more than 1.5Kg/sq.cm) obtained from borrow pits with all lifts and leads (average lead of 10Kms), transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 etc. complete as per the direction of Engineer Incharge. | 18,00,000 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - (a)All work up to plinth level: 1:4:8 (1cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size). | 743 | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for: foundations, footings, bases of columns, etc. for mass concrete. | 563 | Sqm | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 12,000 | Sqm | - | - |
| 6 | 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.(i) All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg/cum
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. | 2,954 | Cum | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(i) Thermo- Mechanically Treated bars of Corrosion Resistance Steel (CRS) of grade Fe-500D or more | 2,36,320 | Kg | - | - |
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