Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-Finance | ₹5.2 Cr | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹5.4 Cr+₹20.8 L (3.98%)Rejected-Finance | ₹5.4 Cr+₹20.8 L (3.98%) | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹5.4 Cr+₹22.1 L (4.23%)Rejected-Finance | ₹5.4 Cr+₹22.1 L (4.23%) | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹6.0 Cr+₹74.8 L (14.3%)Rejected-Finance 303 ISCON MALL NEAR BIG BAZAR 150 FT RING ROAD RAJKOT 360001 GUJRAT | RAJKOT | GUJARAT | 360001 | ₹6.0 Cr+₹74.8 L (14.3%) | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹6.1 Cr+₹91.7 L (17.5%)Rejected-Finance | ₹6.1 Cr+₹91.7 L (17.5%) | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | Shanti Structure Pvt Ltd L2 | SAUMYA CONSTRUCTION L11 | Bakul Construction Co L7 | RAAM Infratech India Pvt Ltd L6 | S G CONSTRUCTIONS L1 | Om construction co. L8 | INDRA CONSTRUCTION CO. L9 | Shreejikrupa Project Limited L4 | Niyati Infracon Limited L5 | LANDMARK CORPORATION PVT. LTD. L10 | ATR INFRAPROJECTS PVT LTD L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Carriage of Material by mechanical transport including loading, unloading and stacking :
Earth upto lead of 1 KM | 8,190 | Cum | 260 ₹21,29,400 | 255 ₹20,88,450 | 200 ₹16,38,000 | 250 ₹20,47,500 | 180 ₹14,74,200 | 140 ₹11,46,600 | 420 ₹34,39,800 | 34.25 ₹2,80,507.5 Lowest | 200 ₹16,38,000 | 950 ₹77,80,500 | 270 ₹22,11,300 |
| 2.00 | 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 13,160 | Cum | 260 ₹34,21,600 | 315 ₹41,45,400 | 180 ₹23,68,800 | 150 ₹19,74,000 | 126 ₹16,58,160 | 300 ₹39,48,000 | 310 ₹40,79,600 | 123.29 ₹16,22,496.4 | 100 ₹13,16,000 Lowest | 600 ₹78,96,000 | 132 ₹17,37,120 |
| 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 lift up to 1.5 m. | 4,980 | Cum | 80 ₹3,98,400 | 185.3 ₹9,22,794 | 150 ₹7,47,000 | 55 ₹2,73,900 | 72 ₹3,58,560 | 150 ₹7,47,000 | 330.3 ₹16,44,894 | 54.79 ₹2,72,854.2 Lowest | 100 ₹4,98,000 | 300 ₹14,94,000 | 67 ₹3,33,660 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 745 | Cum | 5,102 ₹38,00,990 | 8,200 ₹61,09,000 | 6,500 ₹48,42,500 | 6,500 ₹48,42,500 | 5,940 ₹44,25,300 | 4,800 ₹35,76,000 | 6,596.76 ₹49,14,586.2 | 5,724.4 ₹42,64,678 | 4,500 ₹33,52,500 Lowest | 7,500 ₹55,87,500 | 6,000 ₹44,70,000 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 2,470 | Sqm | 206 ₹5,08,820 Lowest | 615 ₹15,19,050 | 400 ₹9,88,000 | 350 ₹8,64,500 | 315 ₹7,78,050 | 350 ₹8,64,500 | 490.55 ₹12,11,658.5 | 479 ₹11,83,130 | 600 ₹14,82,000 | 650 ₹16,05,500 | 350 ₹8,64,500 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 19,888 | Sqm | 350 ₹69,60,800 Lowest | 780 ₹1,55,12,640 | 400 ₹79,55,200 | 600 ₹1,19,32,800 | 378 ₹75,17,664 | 620 ₹1,23,30,560 | 770.6 ₹1,53,25,692.8 | 616.44 ₹1,22,59,758.72 | 750 ₹1,49,16,000 | 650 ₹1,29,27,200 | 375 ₹74,58,000 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | 1,231 | Sqm | 404 ₹4,97,324 | 810 ₹9,97,110 | 400 ₹4,92,400 | 600 ₹7,38,600 | 441 ₹5,42,871 | 800 ₹9,84,800 | 840 ₹10,34,040 | 616.44 ₹7,58,837.64 | 600 ₹7,38,600 | 650 ₹8,00,150 | 375 ₹4,61,625 Lowest |
| 8.00 | 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. | 2,08,103.5 | Kg | 80 ₹1,66,48,280 | 99.5 ₹2,07,06,298.25 | 95 ₹1,97,69,832.5 | 87 ₹1,81,05,004.5 | 76.5 ₹1,59,19,917.75 | 60.5 ₹1,25,90,261.75 Lowest | 96.4 ₹2,00,61,177.4 | 86.65 ₹1,80,32,168.28 | 75 ₹1,56,07,762.5 | 95 ₹1,97,69,832.5 | 83 ₹1,72,72,590.5 |
| 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 M25 grade with minimum cement content of 330 kg /cum | 1,816 | Cum | 6,857 ₹1,24,52,312 | 8,850 ₹1,60,71,600 | 8,700 ₹1,57,99,200 | 7,200 ₹1,30,75,200 | 6,237 ₹1,13,26,392 | 11,825 ₹2,14,74,200 | 8,100 ₹1,47,09,600 | 7,427.44 ₹1,34,88,231.04 | 5,500 ₹99,88,000 Lowest | 7,500 ₹1,36,20,000 | 6,900 ₹1,25,30,400 |
| 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.
All works upto plinth level
Concrete of M30 grade with minimum cement content of 350 kg /cum | 835 | Cum | 7,100 ₹59,28,500 | 9,200 ₹76,82,000 | 8,800 ₹73,48,000 | 7,400 ₹61,79,000 | 6,552 ₹54,70,920 | 11,900 ₹99,36,500 | 8,634.61 ₹72,09,899.35 | 7,601.58 ₹63,47,319.3 | 5,800 ₹48,43,000 Lowest | 7,500 ₹62,62,500 | 7,000 ₹58,45,000 |
Tender Value
₹8.9 Cr
EMD Value
₹26.7 L
Closing Date
24 Jul 2025, 9:30 amClosed
O/o, SM (E-C), AAI Vadodara
O/o, Senior Manager (E-C), Airports Authority of India, Civil Aerodrome, Vadodara, 390022
Construction of RCC box type storm water drain inside operational area at Bhavnagar Airport.
2025_AAI_239981_1
AAI/BHAV/SM(E-C)/DRAIN/2025-26
Open Tender
Civil Works
Item Rate
365 days
Bhavnagar
As per NIT
15 documents required · 15 mandatory
₹1,770
₹26.7 L
vadodara
2 Sept 2025
2 Jul 2025
30 Jul 2025
3 Jul 2025
24 Jul 2025
3 Jul 2025
3 Jul 2025 - 10 Jul 2025
9 Jul 2025
Amount
Carriage of Material by mechanical transport including loading, unloading and stacking : Earth upto lead of 1 KM
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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
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.
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 M25 grade with minimum cement content of 330 kg /cum
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
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Carrying out topographical survey of Airport premises including Operational and Non-operational area on a grid size of 5.0m x 5.0m using total station as per direction of engineer-in-charge and providing layout for proposed drain, including submission of 03 physical sets of colour drawings including soft copy in pendrive each with information indvidually for contours (0.5m interval), topographical map showing installations and visual aids as per directions of Engineering In Charge.
Carrying out Structual Design for covered box type RCC drain of opening 1.0m x 1.0m, to be constructed at Bhavnagar Airport. The structural design must be vetted from either IIT or NIT or any govt. engg college. Submission of detailed report including all the documents viz. drawings, calculations, conclusion etc. in three sets duly signed with Official seal as per direction of engineer in-charge.
Shanti Structure Pvt Ltd (BID ID -871886)
ATR INFRAPROJECTS PVT LTD (BID ID -876473)
Shreejikrupa Project Limited (BID ID -876401)
Niyati Infracon Limited (BID ID -876474)
RAAM Infratech India Pvt Ltd (BID ID -874512)
Bakul Construction Co (BID ID -874106)
Om construction co. (BID ID -874547)
INDRA CONSTRUCTION CO. (BID ID -875765)
LANDMARK CORPORATION PVT. LTD. (BID ID -875491)
SAUMYA CONSTRUCTION (BID ID -873550)
stage.html
html • 0.08 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tenderdocument.pdf
Tender Documents • 11.29 MB
BOQ.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .