Kerala

AOC

Works

Civil Works - Buildings

DEPOSIT-Govt Medical College Kannur-Construction of Drug Store-GMC KANNUR-CONSTRUCTION OF DRUG OR MEDICNE BULK STORE BUILDING -PHASE 1- GROUND FLOOR-Composite Work

Public Works Department

Pariyaram | Kannur, Kerala

Amount: ₹2.9 CrCloses: 3 Aug 2026Closed

Timeline

Published24 Jul 2026
Closed3 Aug 2026
Awarded17 Sept 2026

Bids

Percentage

9 Bids17 Sept 2026

#	Company	Amount	Rank	Status
1	B ABBAS 1₹2.4 CrAccepted-AOC	₹2.4 Cr	1	Accepted-AOC Agreement Executed
2	M T MOHAMMED KUNHI 2₹2.4 Cr+₹3.8 L (1.59%)Rejected-Finance	₹2.4 Cr+₹3.8 L (1.59%)	2	Rejected-Finance L2
3	MOHAMMED HARISH B A 3₹2.5 Cr+₹8.4 L (3.50%)Rejected-Finance NAJATH HOUSE BALADUKA NEKRAJE P O KASARAGOD \| KASARAGOD \| KASARAGOD \| KERALA \| 671543	₹2.5 Cr+₹8.4 L (3.50%)	3	Rejected-Finance L3
4	Mountcarve Projects LLP 4₹2.5 Cr+₹14.0 L (5.85%)Rejected-Finance	₹2.5 Cr+₹14.0 L (5.85%)	4	Rejected-Finance L4
5	KP RADHAKRISHNAN 5₹2.5 Cr+₹14.6 L (6.10%)Rejected-Finance	₹2.5 Cr+₹14.6 L (6.10%)	5	Rejected-Finance L5

Tender Value

₹2.9 Cr

EMD Value

₹1 L

Closing Date

3 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812

Work Description

RCC Framed Structure

Tender Information

Tender ID

2026_PWD_862377_1

Reference Number

PWD/BLDG/TR/7199/2023

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

540 days

Location

Pariyaram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of registration certificate/license self attested (less than 1MB) (.pdf)

RequiredScanned copy of preliminary agreement (less than 1MB) (.pdf)

RequiredScanned copy of GST registration any other relevant document if required for tender approval(1MB) (.pdf)

RequiredScanned copy of EMD exemption document if any.(less than 1MB) (.pdf)

RequiredSigned copy of form of tender Integrity pact and Affidavit(less than 1MB) (.pdf)

Requirede-payment form(less than 1MB) (.pdf)

RequiredStandard Bid Document(Technical document)(less than 3MB) (.pdf)

RequiredBOQ(Tender schedule) (.xls)

RequiredSigned copy of MoU b/w Electrical/Electronics Contractor with Civil Contractor in stamp paper Rs.200 (.pdf)

RequiredScanned copy of Reverse Charge Invoice and challan paid to the GST Department directly (.pdf)

RequiredSelf attested license copy of Electrical Contractor (.pdf)

Fee & Financial Details

Tender Fee Amount

₹8,270

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

24 Jul 2026

Bid Opening

5 Aug 2026

Download Starts

24 Jul 2026

Download Ends

3 Aug 2026

Submission Starts

24 Jul 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (168 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed Estimate(Civil work)
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	240.45	₹144.27
1.002	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	0.2	cum	483.34	₹96.67
1.003	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	1	cum	335.74	₹335.4
1.004	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	0.6	cum	219.33	₹131.38
1.005	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)	0.4	cum	7,404.03	₹2,961.61
1.006	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	297.24	₹237.49
1.007	OD250167/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc	1	cum	6,802.66	₹6,795.86
1.008	OD250172/2025-2026:Providing and laying in position machin batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended propotions as per IS : 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability as per direction of Engineer - in - charge . Detailed mix design to be supplemented . Minimum cement content to be adopted is 340 kg/cum. Excess/Less cement content as per mix design is not payable/recoverable.All work up to plinth level.	0.2	cum	10,244.18	₹2,038.59
1.009	OD250171/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. cement content considered for this work is 340kg/cm3 of concrete. Excess/Less cement content as per mix design is not payable/recoverable.Detailed mix design to be supplemented. . All work above plinth level upto floor V level.	0.4	cum	12,081.13	₹4,832.45

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.06 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1458521.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.07 MB

Work Item Documents

BOQ_1458521.xls

BOQ • 0.56 MB

SBD.pdf

Tender Documents • 1.22 MB

Drawings.pdf

Additional Documents • 8.50 MB

MOUElectrical.pdf

Additional Documents • 0.03 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

B ABBAS

1₹2.4 CrAccepted-AOC

M T MOHAMMED KUNHI

2₹2.4 Cr+₹3.8 L (1.59%)Rejected-Finance

MOHAMMED HARISH B A

3₹2.5 Cr+₹8.4 L (3.50%)Rejected-Finance

NAJATH HOUSE BALADUKA NEKRAJE P O KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671543

Mountcarve Projects LLP

4₹2.5 Cr+₹14.0 L (5.85%)Rejected-Finance

KP RADHAKRISHNAN

5₹2.5 Cr+₹14.6 L (6.10%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed Estimate(Civil work)
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	240.45	₹144.27
1.002	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	0.2	cum	483.34	₹96.67
1.003	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	1	cum	335.74	₹335.4
1.004	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	0.6	cum	219.33	₹131.38
1.005	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)	0.4	cum	7,404.03	₹2,961.61
1.006	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	297.24	₹237.49
1.007	OD250167/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc	1	cum	6,802.66	₹6,795.86
1.008	OD250172/2025-2026:Providing and laying in position machin batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended propotions as per IS : 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability as per direction of Engineer - in - charge . Detailed mix design to be supplemented . Minimum cement content to be adopted is 340 kg/cum. Excess/Less cement content as per mix design is not payable/recoverable.All work up to plinth level.	0.2	cum	10,244.18	₹2,038.59
1.009	OD250171/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. cement content considered for this work is 340kg/cm3 of concrete. Excess/Less cement content as per mix design is not payable/recoverable.Detailed mix design to be supplemented. . All work above plinth level upto floor V level.	0.4	cum	12,081.13	₹4,832.45

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Detailed Estimate(Civil work)

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

240.45

₹144.27

1.002

2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

0.2

cum

483.34

₹96.67

1.003

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

cum

335.74

₹335.4

1.004

2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock

0.6

cum

219.33

₹131.38

1.005

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)

0.4

cum

7,404.03

₹2,961.61

1.006

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

297.24

₹237.49

1.007

OD250167/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc

cum

6,802.66

₹6,795.86

1.008

OD250172/2025-2026:Providing and laying in position machin batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended propotions as per IS : 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability as per direction of Engineer - in - charge . Detailed mix design to be supplemented . Minimum cement content to be adopted is 340 kg/cum. Excess/Less cement content as per mix design is not payable/recoverable.All work up to plinth level.

0.2

cum

10,244.18

₹2,038.59

1.009

OD250171/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. cement content considered for this work is 340kg/cm3 of concrete. Excess/Less cement content as per mix design is not payable/recoverable.Detailed mix design to be supplemented. . All work above plinth level upto floor V level.

0.4

cum

12,081.13

₹4,832.45