Tender ID

Kerala

Technical Eval

Works

Civil Works - Buildings

Modernization of Market in Vadakara Municipality

IMPACT Kerala Ltd.

Vadakara | Kozhikode, Kerala

Amount: Refer DocsCloses: 23 May 2026Closed

Timeline

Published15 May 2026
Closed23 May 2026
Technical Evaluation3 Jun 2026
Award—

Bids

1 Bid3 Jun 2026

#	Company	Status
1	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY Accepted-Technical KANNUR \| KERALA \| 670001	Accepted-Technical Qualified

Tender Value

Refer Docs

EMD Value

₹5 L

Closing Date

23 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Managing Director

Address

IMPACT Kerala Ltd

Work Description

Civil, Electrical, Plumbing, Fire, ELV, STP, etc

Tender Information

Tender ID

2026_IKL_846739_2

Reference Number

IKL/MKT/2026/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

545 days

Location

Vadakara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender Documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredScanned copy of preliminary agreement duly filled and signed in Rs. 200 stamp paper (.pdf)

RequiredReceipt of payment and signed copy of declaration (.pdf)

RequiredAttest copy of Licence and GST Registration (.pdf)

RequiredTechnical Qualification Information with testimonials (.pdf)

RequiredSigned copy of the Bid Document (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹19,600

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Jun 2026

Published

15 May 2026

Bid Opening

25 May 2026

Download Starts

15 May 2026

Download Ends

23 May 2026

Submission Starts

15 May 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (115 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil works
1.001	2.6.1: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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.6	cum	-	-
1.002	2.8.1: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	0.4	cum	-	-
1.003	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	0.8	cum	-	-
1.004	OD473342/2025-2026:Disposal of excavated earth & rock by mechanical transport including loading, unloading and stacking to municipality approved ground for lead upto 5km for all lifts, complete as per directions of Engineer-in-charge (modified from Carriage of earth)	0.2	cum	-	-
1.005	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	0.6	sqm	-	-
1.006	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	1	sqm	-	-
1.007	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	0.4	sqm	-	-
1.008	4.1.8: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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.8	cum	-	-
1.009	OD245098/2025-2026: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 payment will not be made for excess/ less cement. All work upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum (Modified 5.33.1.1)	0.4	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.51 MB

Work Item Documents

VadakaraMEdrawing.pdf

Additional Documents • 7.45 MB

PaymentDeclaration.pdf

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Company

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

Accepted-Technical

KANNUR | KERALA | 670001

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil works
1.001	2.6.1: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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.6	cum	-	-
1.002	2.8.1: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	0.4	cum	-	-
1.003	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	0.8	cum	-	-
1.004	OD473342/2025-2026:Disposal of excavated earth & rock by mechanical transport including loading, unloading and stacking to municipality approved ground for lead upto 5km for all lifts, complete as per directions of Engineer-in-charge (modified from Carriage of earth)	0.2	cum	-	-
1.005	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	0.6	sqm	-	-
1.006	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	1	sqm	-	-
1.007	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	0.4	sqm	-	-
1.008	4.1.8: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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.8	cum	-	-
1.009	OD245098/2025-2026: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 payment will not be made for excess/ less cement. All work upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum (Modified 5.33.1.1)	0.4	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Civil works

1.001

2.6.1: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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

0.6

cum

1.002

2.8.1: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

0.4

cum

1.003

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

0.8

cum

1.004

OD473342/2025-2026:Disposal of excavated earth & rock by mechanical transport including loading, unloading and stacking to municipality approved ground for lead upto 5km for all lifts, complete as per directions of Engineer-in-charge (modified from Carriage of earth)

0.2

cum

1.005

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

0.6

sqm

1.006

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

sqm

1.007

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

0.4

sqm

1.008

4.1.8: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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

0.8

cum

1.009

OD245098/2025-2026: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 payment will not be made for excess/ less cement. All work upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum (Modified 5.33.1.1)

0.4

cum