Kerala

AOC

Works

Civil Works - Others

KIIFB - Construction of Ponnani Nilatheeram Indoor and Aquatic Sports Complex at Eswaramangalam

Sports Kerala Foundation

Malappuram | Thiruvananthapuram, Kerala

Amount: ₹14.1 CrCloses: 22 Feb 2025Closed

Timeline

Published29 Jan 2025
Closed22 Feb 2025
Technical Evaluation14 Mar 2025
Awarded3 Jul 2025

Bids

2 Bids3 Jul 2025

#	Company	Amount	Rank	Status
1	Hill Track Constructions Pvt.Ltd. L1₹15.0 CrAccepted-AOC	₹15.0 Cr	L1	Accepted-AOC L1 bidder
2	V P M PROJECTS L2₹16.2 Cr+₹1.2 Cr (7.81%)Rejected-Finance NO 6 173 2 EARIKARAI KALAPARAPATTY PO SALEM SOUTH TALUK VEMBADITHALAM VIA SALEM 637504 \| SALEM \| TAMIL NADU \| 637504	₹16.2 Cr+₹1.2 Cr (7.81%)	L2	Rejected-Finance L2 bidder

Tender Value

₹14.1 Cr

EMD Value

₹5 L

Closing Date

22 Feb 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

The Chief Engineer, Sports Kerala Foundation

Address

Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram

Work Description

Construction of Ponnani Nilatheeram Indoor and Aquatic Sports Complex

Tender Information

Tender ID

2025_SKF_731714_1

Reference Number

321/SKF/CE/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

540 days

Location

Malappuram

Source Website

Subscribe to view

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 (.pdf)

RequiredRegistration Certificate, PAN, GST etc (.pdf)

RequiredWork Completed Details as per clause 1.3.1.1 (.pdf)

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

RequiredWork Completed Details of Electrical Contractor as per clause 1.3.1.1 (.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)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹17,700

EMD Fee Amount

₹5 L

Important Dates

Last Activity

3 Jul 2025

Published

29 Jan 2025

Bid Opening

24 Feb 2025

Download Starts

29 Jan 2025

Download Ends

22 Feb 2025

Submission Starts

29 Jan 2025

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (811 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Indoor Stadium - EARTHWORK
1.01	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	0.2	cum	-	-
1.02	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	0.2	cum	-	-
1.03	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	-	-
1.04	2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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	-	-
2CONCRETE WORKS
2.01	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 : 8 graded stone aggregate 40 nominal size)	0.6	cum	-	-
2.02	4.2.5 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)	1	cum	-	-
3R.C.C. WORKS
3.01	od189109/2023_2024 : Providing and laying in position machine batched and machine mixed design mix M-25 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. All work upto plinth level	0.2	cum	-	-

Stage Documents

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

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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

BOQ Documents

162068050.xls

BOQ Document • 0.88 MB

Work Item Documents

161964775.pdf

Tender Document • 0.48 MB

161964777.html

Tender Document • 0.07 MB

DWG4.pdf

Tender Document • 13.52 MB

DWG3.pdf

Tender Document • 9.10 MB

Tenderdocponnaninilatheeram.pdf

Tender Document • 2.19 MB

DWG1.pdf

Tender Document • 15.52 MB

DWG2.pdf

Tender Document • 7.44 MB

163229694.pdf

Tender Document • 0.17 MB

Ready to Participate?

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 .

Loading…

Company

Hill Track Constructions Pvt.Ltd.

L1₹15.0 CrAccepted-AOC

V P M PROJECTS

L2₹16.2 Cr+₹1.2 Cr (7.81%)Rejected-Finance

NO 6 173 2 EARIKARAI KALAPARAPATTY PO SALEM SOUTH TALUK VEMBADITHALAM VIA SALEM 637504 | SALEM | TAMIL NADU | 637504

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Indoor Stadium - EARTHWORK
1.01	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	0.2	cum	-	-
1.02	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	0.2	cum	-	-
1.03	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	-	-
1.04	2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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	-	-
2CONCRETE WORKS
2.01	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 : 8 graded stone aggregate 40 nominal size)	0.6	cum	-	-
2.02	4.2.5 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)	1	cum	-	-
3R.C.C. WORKS
3.01	od189109/2023_2024 : Providing and laying in position machine batched and machine mixed design mix M-25 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. All work upto plinth level	0.2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Indoor Stadium - EARTHWORK

1.01

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

0.2

cum

1.02

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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

0.2

cum

1.03

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

1.04

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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

2CONCRETE WORKS

2.01

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 : 8 graded stone aggregate 40 nominal size)

0.6

cum

2.02

4.2.5 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)

cum

3R.C.C. WORKS

3.01

od189109/2023_2024 : Providing and laying in position machine batched and machine mixed design mix M-25 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. All work upto plinth level

0.2

cum