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Construction of lift well for 4 storeyed residential building in AAI Colony at Vadodara Airport (Balance finishing works).

Airports Authority Of India

Vadodara Airport Vadodara | Vadodara, Gujarat

Amount: ₹22.1 LCloses: 5 Oct 2026

Timeline

Published12 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹22.1 L

EMD Value

₹66,200

Closing Date

5 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

AGM (Engg-Civil) AAI Vadodara Airport

Address

Old Terminal Building, Airports Authority of India, Vadodara

Work Description

Construction of lift well for 4 storeyed residential building in AAI Colony at Vadodara Airport (Balance finishing works).

Tender Information

Tender ID

2026_AAI_290652_1

Reference Number

AAI/VAD/AGM(E-C)/Balance work Lift/26-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Vadodara Airport Vadodara

Source Website

Subscribe to view

Eligibility / Pre-Qualification

See Tender Documents

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Tender Acceptance Letter on Bidder Letter Head. (Page A-26) (.pdf)

RequiredScanned Copy of Permanent Account Number (PAN) and GST Registration Number. (.pdf)

RequiredScanned copy of Undertaking regarding Blacklisting/ Debarment on Bidder Letter Head (Page A-27) (.pdf)

RequiredScanned copy of Form- A similar works completed during last seven year with Completion certificate (.pdf)

RequiredScanned copy of Form- B - Financial Information. (Page A-24) (.pdf)

RequiredScanned copy of Form- C Net Worth. (Page A-25) (.pdf)

RequiredPQ Performa duly filled (Page A 20 to A 22). (.pdf)

RequiredUndertaking on Company Letter Head sufficient plant and machinery (Page A-29) (.pdf)

RequiredAuthorization letter/Power of attorney along with certificate of incorporation/Partnership deed Pg28 (.pdf)

RequiredScanned copy of Performa for declaration by Bidder for Compliance of order (As per Annexure-LBS) (.pdf)

RequiredDigitally Signed tender documents (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,180

EMD Fee Amount

₹66,200

Important Dates

Last Activity

12 Sept 2026

Published

12 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

13 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

13 Sept 2026

Clarification Period

13 Sept 2026 - 18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHEDULE OF QUANTITY
1.01	Brick work with clay flyash F.P.S. (non modular) brick of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)	58.4	Cum	-	-
2.01	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	11.1	Cum	-	-
3.01	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 above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum	8.9	Cum	-	-
4.01	Add for using extra cement in the items of design mix over and above the specified cement content therein.	1.8	Quintal	-	-
5.01	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.	890	Kg	-	-
6.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	62	Sqm	-	-
7.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform	7	Sqm	-	-
8.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers	57	Sqm	-	-
9.01	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick	51	Sqm	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.39 MB

Work Item Documents

Tender_Balanceworkliftwell.pdf

Tender Documents • 10.53 MB

BOQ_339039.xls

BOQ • 0.39 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHEDULE OF QUANTITY
1.01	Brick work with clay flyash F.P.S. (non modular) brick of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)	58.4	Cum	-	-
2.01	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	11.1	Cum	-	-
3.01	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 above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum	8.9	Cum	-	-
4.01	Add for using extra cement in the items of design mix over and above the specified cement content therein.	1.8	Quintal	-	-
5.01	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.	890	Kg	-	-
6.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	62	Sqm	-	-
7.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform	7	Sqm	-	-
8.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers	57	Sqm	-	-
9.01	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick	51	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SCHEDULE OF QUANTITY

1.01

Brick work with clay flyash F.P.S. (non modular) brick of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

58.4

Cum

2.01

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

11.1

Cum

3.01

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 above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum

8.9

Cum

4.01

Add for using extra cement in the items of design mix over and above the specified cement content therein.

1.8

Quintal

5.01

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

890

6.01

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Sqm

7.01

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform

Sqm

8.01

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers

Sqm

9.01

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Sqm