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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 UDYAM UP 54 0007790 | MATHURA | UTTAR PRADESH | 281005 | ₹1.1 Cr | L1 | Accepted-Finance 1st Lowest Bidder |
| 2 | L2₹1.2 CrRejected-Finance | ₹1.2 Cr | L2 | Rejected-Finance 2nd Lowest Bidder |
| 3 | L3₹1.2 CrRejected-Finance 1202 MANSHI ADINARAYAN PLOT NO 2 280 JAWAHAR NAGAR OPP ST JOHN SCHOOL S V ROAD GOREGAON W MUMBAI 400 062 | 400062 | ₹1.2 Cr | L3 | Rejected-Finance 3rd Lowest Bidder |
| 4 | L4₹1.2 CrRejected-Finance | ₹1.2 Cr | L4 | Rejected-Finance 4th Lowest Bidder |
| 5 | L5₹1.2 CrRejected-Finance SHREEJI SADAN SATYAM PARK AMARNAGAR ROAD JETPUR RAJKOT 360370 | JETPUR | RAJKOT | GUJARAT | 360370 | ₹1.2 Cr | L5 | Rejected-Finance 5th Lowest Bidder |
| Sl No | Description | Qty | Unit | Om Construction L9 | AYODHYA CONSTRUCTION L8 | S.K. CONSTRUCTION L1 | J K BUILDERS L6 | M/s Jaina Enterprise L3 | Classicon Projects India Pvt. Ltd. L7 | K K SAVALIYA L10 | ramdev infra projects private limited L4 | Jay Prakashbhai Tilara L5 | DARSHAK VINUBHAI RAMANI L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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.
a) All kinds of soil | 2,630 | cum | 350 ₹9,20,500 | 150 ₹3,94,500 | 125 ₹3,28,750 | 200 ₹5,26,000 | 137 ₹3,60,310 | 180 ₹4,73,400 | 170 ₹4,47,100 | 150 ₹3,94,500 | 94 ₹2,47,220 Lowest | 220 ₹5,78,600 |
| 2.00 | Carriage of Materials by Mechanical Transport including loading, unloading and stacking Earth with lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge.
(a) Earth | 3,504 | cum | 350 ₹12,26,400 | 160 ₹5,60,640 | 245 ₹8,58,480 | 180 ₹6,30,720 | 240 ₹8,40,960 | 80 ₹2,80,320 | 300 ₹10,51,200 | 70 ₹2,45,280 Lowest | 90 ₹3,15,360 | 180 ₹6,30,720 |
| 3.00 | 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 forall lift. | 121 | cum | 80 ₹9,680 | 200 ₹24,200 | 105 ₹12,705 | 120 ₹14,520 | 151 ₹18,271 | 120 ₹14,520 | 180 ₹21,780 | 70 ₹8,470 Lowest | 98 ₹11,858 | 130 ₹15,730 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 102 | cum | 1,700 ₹1,73,400 | 2,000 ₹2,04,000 | 1,650 ₹1,68,300 | 1,600 ₹1,63,200 | 1,800 ₹1,83,600 | 2,500 ₹2,55,000 | 1,970 ₹2,00,940 | 1,500 ₹1,53,000 | 1,477 ₹1,50,654 | 1,300 ₹1,32,600 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) | 161 | cum | 4,400 ₹7,08,400 | 5,150 ₹8,29,150 | 5,240 ₹8,43,640 | 5,000 ₹8,05,000 | 4,300 ₹6,92,300 | 5,200 ₹8,37,200 | 6,300 ₹10,14,300 | 5,100 ₹8,21,100 | 4,123 ₹6,63,803 | 3,600 ₹5,79,600 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a).Foundations, footings, bases of columns, etc. for mass concrete | 37 | sqm | 170 ₹6,290 Lowest | 300 ₹11,100 | 260 ₹9,620 | 500 ₹18,500 | 323.36 ₹11,964.32 | 450 ₹16,650 | 350 ₹12,950 | 450 ₹16,650 | 369 ₹13,653 | 260 ₹9,620 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a).Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. | 224 | sqm | 350 ₹78,400 | 500 ₹1,12,000 | 385 ₹86,240 | 500 ₹1,12,000 | 630.35 ₹1,41,198.4 | 800 ₹1,79,200 | 790 ₹1,76,960 | 380 ₹85,120 | 628 ₹1,40,672 | 300 ₹67,200 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a).Suspended floors, roofs, landings, balconies and access platform | 28 | sqm | 350 ₹9,800 | 500 ₹14,000 | 410 ₹11,480 | 500 ₹14,000 | 730 ₹20,440 | 800 ₹22,400 | 860 ₹24,080 | 380 ₹10,640 | 480 ₹13,440 | 330 ₹9,240 Lowest |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo- echanically Treated bars of grade Fe-500D or more. | 4,100 | kg | 80 ₹3,28,000 | 90 ₹3,69,000 | 78 ₹3,19,800 | 95 ₹3,89,500 | 87 ₹3,56,700 | 85 ₹3,48,500 | 100 ₹4,10,000 | 95 ₹3,89,500 | 96 ₹3,93,600 | 70 ₹2,87,000 Lowest |
| 10.00 | 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.
a) All works upto plinth level - Concrete of M25 grade with minimum cement content of 350 kg /cum | 41 | cum | 7,100 ₹2,91,100 | 8,100 ₹3,32,100 | 7,260 ₹2,97,660 | 6,500 ₹2,66,500 | 6,450 ₹2,64,450 | 6,600 ₹2,70,600 | 8,840 ₹3,62,440 | 6,100 ₹2,50,100 | 6,484 ₹2,65,844 | 5,500 ₹2,25,500 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹4.8 L
Closing Date
20 Mar 2026, 6:00 pmClosed
Sr. Manager (Engg-C)
Project Office-I, Surat International Airport
Development of drainage system at Surat International Airport. SH-Construction of part drainage system (Phase-I) from Apron Bay no. 21 towards Fire station and Operational gate no.2, with provision of sump at Surat International Airport, Surat.
2026_AAI_269052_1
AAI/SRT/PART DRAINAGE SYST./2025-26
Open Tender
Civil Works
Item Rate
180 days
Surat International Airport
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,180
₹4.8 L
Project Office-I, Surat International Airport
9 Apr 2026
27 Feb 2026
23 Mar 2026
27 Feb 2026
20 Mar 2026
27 Feb 2026
27 Feb 2026 - 6 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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.
a) All kinds of soil | 2,630 | cum | - | - |
| 2 | Carriage of Materials by Mechanical Transport including loading, unloading and stacking Earth with lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge.
(a) Earth | 3,504 | cum | - | - |
| 3 | 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 forall lift. | 121 | cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 102 | cum | - | - |
| 5 | 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) | 161 | cum | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a).Foundations, footings, bases of columns, etc. for mass concrete | 37 | sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a).Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. | 224 | sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a).Suspended floors, roofs, landings, balconies and access platform | 28 | sqm | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo- echanically Treated bars of grade Fe-500D or more. | 4,100 | kg | - | - |
| 10 | 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.
a) All works upto plinth level - Concrete of M25 grade with minimum cement content of 350 kg /cum | 41 | cum | - | - |
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