Kerala

Financial BO

Works

Civil Works - Others

KIIFB-Construction of Mattannur Sports Complex at Kannur District - Retender

Sports Kerala Foundation

Kannur | Thiruvananthapuram, Kerala

Amount: ₹16.3 CrCloses: 24 Feb 2026Closed

Timeline

Published16 Feb 2026
Closed24 Feb 2026
Technical Evaluation7 Mar 2026
Financial Evaluation7 Mar 2026
Award—

Bids

4 Bids7 Mar 2026

#	Company	Amount	Rank	Status
1	SREEKUMAR K S L1₹17.8 CrAdmitted-Finance	₹17.8 Cr	L1	Admitted-Finance
2	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2₹19.3 Cr+₹1.5 Cr (8.50%)Admitted-Finance KANNUR \| KERALA \| 670001	₹19.3 Cr+₹1.5 Cr (8.50%)	L2	Admitted-Finance
3	HEATHER CONSTRUCTIONS L3₹20.9 Cr+₹3.1 Cr (17.3%)Admitted-Finance	₹20.9 Cr+₹3.1 Cr (17.3%)	L3	Admitted-Finance
4	DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED Rejected-Technical KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 \| PATHANAMTHITTA \| KERALA \| 689674	-	-	Rejected-Technical Technically disqualified

Tender Value

₹16.3 Cr

EMD Value

₹5 L

Closing Date

24 Feb 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer, Sports Kerala Foundation

Address

Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram

Work Description

Site development, Indoor stadium, Sump, Pump room, Borewell, Substation civil works, Swimming pool, Septic tank - 50-100 users Electrification for Indoor stadium, Substation, Swimming pool, Floodlighting, street lighting, Filtration and Fire fight

Tender Information

Tender ID

2026_SKF_831503_2

Reference Number

461/SKF/CE/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

540 days

Location

Kannur

Source Website

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Eligibility / Pre-Qualification

Please refer tender document

Documents Required

17 documents required · 17 mandatory

Fee/PreQual/Technical

RequiredPreliminary Agreement in stamp paper (.pdf)

RequiredForm of tender submission (.pdf)

RequiredFormat for Integrity Pact (.pdf)

RequiredFormat for Affidavit (.pdf)

RequiredRequisition Form for e-Payment (.pdf)

RequiredDigitally signed Tender Document (.pdf)

RequiredContractor License, Registration Certificate, PAN, GST etc (.pdf)

RequiredWork Completed Details as per clause 1.3.1 (.pdf)

RequiredMOU agreement with the PWD A class Electrical Contractor (.pdf)

RequiredWork Completed Details of Electrical Contractor as per clause 1.3.1 (.pdf)

RequiredAnnual financial turnover as per clause 2.2.2 (.pdf)

RequiredBidding capacity calculation as per Form C 2 (.pdf)

RequiredDetails of ongoing works (.pdf)

RequiredNon litigation Certificate (.pdf)

RequiredTechnical and administrative personnel details (.pdf)

RequiredPlease refer eligibility clause detailed in Part VI (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹17,700

EMD Fee Amount

₹5 L

Important Dates

Last Activity

7 Mar 2026

Published

16 Feb 2026

Bid Opening

25 Feb 2026

Download Starts

16 Feb 2026

Download Ends

24 Feb 2026

Submission Starts

16 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (702 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Development work - Ground Development Works
1.01	OD308792/2025-2026Earth work excavation by mechanical means (Hydraulic excavator) and disposal of excavated earth, lead up to 2km, including all machinery, hire charges, labour, etc. as per the direction of Engineer-in- charge.	-	cum	-	-
1.02	OD91337/2025-2026Filling with available earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. (Based on CPWD 50.2.26.1)	0.6	each	-	-
1.03	2.33.2 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth	-	each	-	-
2Indoor Stadium Civil works - Foundation and Structural Works
2.01	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	-	-
2.02	2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	-	cum	-	-
2.03	OD302572/2025-2026 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 500 mm dia pile	1	metre	-	-
2.04	OD302571/2025-2026 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 600 mm dia pile	1	metre	-	-
2.05	20.6.1.1 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	-	per test	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.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 • 0.36 MB

Work Item Documents

Tenderdoc.pdf

Tender Documents • 2.24 MB

BOQ_1408313.xls

BOQ • 0.74 MB

DWG1.pdf

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Company

SREEKUMAR K S

L1₹17.8 CrAdmitted-Finance

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

L2₹19.3 Cr+₹1.5 Cr (8.50%)Admitted-Finance

KANNUR | KERALA | 670001

HEATHER CONSTRUCTIONS

L3₹20.9 Cr+₹3.1 Cr (17.3%)Admitted-Finance

DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED

Rejected-Technical

KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Development work - Ground Development Works
1.01	OD308792/2025-2026Earth work excavation by mechanical means (Hydraulic excavator) and disposal of excavated earth, lead up to 2km, including all machinery, hire charges, labour, etc. as per the direction of Engineer-in- charge.	-	cum	-	-
1.02	OD91337/2025-2026Filling with available earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. (Based on CPWD 50.2.26.1)	0.6	each	-	-
1.03	2.33.2 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth	-	each	-	-
2Indoor Stadium Civil works - Foundation and Structural Works
2.01	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	-	-
2.02	2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	-	cum	-	-
2.03	OD302572/2025-2026 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 500 mm dia pile	1	metre	-	-
2.04	OD302571/2025-2026 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 600 mm dia pile	1	metre	-	-
2.05	20.6.1.1 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	-	per test	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Site Development work - Ground Development Works

1.01

OD308792/2025-2026Earth work excavation by mechanical means (Hydraulic excavator) and disposal of excavated earth, lead up to 2km, including all machinery, hire charges, labour, etc. as per the direction of Engineer-in- charge.

cum

1.02

OD91337/2025-2026Filling with available earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. (Based on CPWD 50.2.26.1)

0.6

each

1.03

2.33.2 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

each

2Indoor Stadium Civil works - Foundation and Structural Works

2.01

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

2.02

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

cum

2.03

OD302572/2025-2026 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 500 mm dia pile

metre

2.04

OD302571/2025-2026 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 600 mm dia pile

metre

2.05

20.6.1.1 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)

per test