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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance 303 ISCON MALL NEAR BIG BAZAR 150 FT RING ROAD RAJKOT 360001 GUJRAT | RAJKOT | GUJARAT | 360001 | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.9 Cr+₹69.2 L (11.1%)Admitted-Finance | ₹6.9 Cr+₹69.2 L (11.1%) | L2 | Admitted-Finance |
| 3 | L3₹7.2 Cr+₹100.0 L (16.1%)Admitted-Finance 3RD FLOOR T 19 SUKAN MALL NEAR RAJSTHAN HOSPITAL SHAHIBAUG AHMEDABAD GUJARAT 380004 | AHMADABAD | GUJARAT | 380004 | ₹7.2 Cr+₹100.0 L (16.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S VALLABH CORPORATION L3 | SAUMYA CONSTRUCTION L2 | shreejikrupa project Limited L1 |
|---|---|---|---|---|---|---|
| 0.00CIVIL WORKS: | ||||||
| 1.00 | 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 for all lift, as directed by Engineer-incharge. All kinds of soil(The rate shall include all necessary charges for getting statutory permissions for excavating earth from borrow pits). | 9,510 | cum | 630 ₹59,91,300 | 100 ₹9,51,000 Lowest | 297 ₹28,24,470 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 9,510 | cum | 270 ₹25,67,700 | 10 ₹95,100 Lowest | 19.8 ₹1,88,298 |
| 3.00 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 175 | cum | 630 ₹1,10,250 | 100 ₹17,500 Lowest | 180.18 ₹31,531.5 |
| 4.00 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).(i)600 mm dia piles | 1,140 | mtr | 5,040 ₹57,45,600 | 4,000 ₹45,60,000 Lowest | 4,950 ₹56,43,000 |
| 5.00 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.. (i)Single pile above 50 tonne and upto 100 tonne Safe capacity.(a)Initial test (Test Load 2.5 times the Safe capacity) | 3 | Per test | 81,000 ₹2,43,000 | 2,00,000 ₹6,00,000 | 75,735 ₹2,27,205 Lowest |
| 6.00 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. (i)Single pile above 50 tonne and upto 100 tonne Safe capacity. (a)Routine test (Test Load 1.5 times the Safe capacity) | 3 | Per test | 81,000 ₹2,43,000 | 2,00,000 ₹6,00,000 | 75,735 ₹2,27,205 Lowest |
| 7.00 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction
of Engineer-in-charge. | 8 | Per test | 81,000 ₹6,48,000 | 1,75,000 ₹14,00,000 | 799.92 ₹6,399.36 Lowest |
| 8.00 | 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) | 424 | cum | 5,040 ₹21,36,960 | 5,800 ₹24,59,200 | 4,455 ₹18,88,920 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 M30 grade with minimum cement content of 350 kg /cum | 167 | cum | 7,020 ₹11,72,340 Lowest | 8,500 ₹14,19,500 | 7,920 ₹13,22,640 |
Tender Value
₹6.8 Cr
EMD Value
₹20.5 L
Closing Date
5 Dec 2025, 6:00 pmClosed
Pritish Ranjan Mohanta
Senior Manager(Engg.-Civil)-II, Dholera Airport,Gandhinagar,Guajarat,382010
construction of Barracks for QRT and BDDS,KOTE and Dog Kennel at Dholera Airport and other allied structures, roads, septic tank etc details of civil and electrical scope of work as per Tender document
2025_AAI_251824_1
DIACL/Dholera/Kote-Dog Kennel/2025-26
Open Tender
Construction Works
Item Rate
180 days
Dholera Airport
Tender fee,EMD,PAN,GST,Work Experience, Turn over,Financial data, net worth etc as per NIT
17 documents required · 17 mandatory
₹1,770
DHOLERA INTERNATIONAL AIRPORT COMPANY LIMITED
₹20.5 L
2 Jan 2026
31 Oct 2025
11 Dec 2025
31 Oct 2025
5 Dec 2025
31 Oct 2025
31 Oct 2025 - 21 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0CIVIL WORKS: | |||||
| 1 | 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(The rate shall include all necessary charges for getting statutory permissions for excavating earth from borrow pits). | 9,510 | cum | 1.25 | ₹11,887.5 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 9,510 | cum | - | - |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 175 | cum | 100 | ₹17,500 |
| 4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).(i)600 mm dia piles | 1,140 | mtr | 53 | ₹60,420 |
| 5 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.. (i)Single pile above 50 tonne and upto 100 tonne Safe capacity.(a)Initial test (Test Load 2.5 times the Safe capacity) | 3 | Per test | 10 | ₹30 |
| 6 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. (i)Single pile above 50 tonne and upto 100 tonne Safe capacity. (a)Routine test (Test Load 1.5 times the Safe capacity) | 3 | Per test | 10 | ₹30 |
| 7 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction
of Engineer-in-charge. | 8 | Per test | 10 | ₹80 |
| 8 | 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) | 424 | cum | 10 | ₹4,240 |
| 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 M30 grade with minimum cement content of 350 kg /cum | 167 | cum | 10 | ₹1,670 |
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