Kerala

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Civil Works - Buildings

GENERAL-Balan Samskarika Nilayam- Construction of new building for Punalur Balan Samskarika Nilayam in Punalur Taluk-Work Composite Work

Public Works Department

Kollam, Kerala

Amount: ₹2.5 CrCloses: 17 Aug 2026Closed

Timeline

Published6 Aug 2026
Closed17 Aug 2026
Financial Evaluation—
Award—

Bids

Percentage

4 Bids14 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	C. SAJEEV L1₹2.6 CrAdmitted-Fee/PreQual/Technical/Finance	+3.97%	₹2.6 Cr	L1	Admitted-Fee/PreQual/Technical/Finance
2	JINCE P JAMES L2₹2.7 Cr+₹2.6 L (0.99%)Admitted-Fee/PreQual/Technical/Finance	+5.00%	₹2.7 Cr+₹2.6 L (0.99%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	NIZAMUDEEN.V.M L3₹2.7 Cr+₹5.1 L (1.94%)Admitted-Fee/PreQual/Technical/Finance	+5.99%	₹2.7 Cr+₹5.1 L (1.94%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	RAJEEV KUMARAN L4₹2.7 Cr+₹10.2 L (3.88%)Admitted-Fee/PreQual/Technical/Finance	+8.00%	₹2.7 Cr+₹10.2 L (3.88%)	L4	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹2.5 Cr

EMD Value

₹1 L

Closing Date

17 Aug 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

the Superintending Engineer,

Address

O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram

Work Description

GENERAL-Balan Samskarika Nilayam- Construction of new building for Punalur Balan Samskarika Nilayam in Punalur Taluk.-Work- Composite Work

Tender Information

Tender ID

2026_PWD_864621_1

Reference Number

PWD/BLDG/TR/17611/20242321

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

540 days

Location

kOLLAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredAffidavit GST registration certificate and PAN Card (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredSelf attested copy of registration certificate (License) (.pdf)

Requirede-payment, and Integrity Pact Certificate, and other documents as specified in SBD (.pdf)

RequiredBid document, and Form of tender, (duly filled and digitally signed) (.pdf)

RequiredBOQ or Tender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹9,759

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Sept 2026

Published

6 Aug 2026

Bid Opening

21 Aug 2026

Download Starts

6 Aug 2026

Download Ends

17 Aug 2026

Submission Starts

6 Aug 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 (171 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 Building Proper(Civil work)
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	-	sqm	9.27	-
1.002	OD256945/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be assured unto bottom of pile cap) Excess or less cement used as per design mix is not payable or not recoverable separately.500 mm dia piles	-	metre	3,038.29	-
1.003	OD256946/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be assured unto bottom of pile cap) Excess or less cement used as per design mix is not payable or not recoverable separately.600 mm dia piles	1	metre	4,105.69	₹4,101.58
1.004	20.6.2.1: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 above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	-	per test	72,144.83	-
1.005	20.6.2.2: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 above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	-	per test	38,253.54	-
1.006	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	0.6	cum	359.72	₹215.83
1.007	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)	-	cum	7,932.89	-
1.008	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	8,569.14	-
1.009	OD257029/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	8,180.72	₹8,172.54

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

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 • 0.17 MB

Work Item Documents

formoftender.pdf

Additional Documents • 0.11 MB

bid.pdf

Tender Documents • 2.55 MB

pa.pdf

Additional Documents • 0.22 MB

epayment.pdf

Tender Documents • 0.05 MB

ip.pdf

Additional Documents • 0.01 MB

fot.pdf

Additional Documents • 0.11 MB

BOQ_1462952.xls

BOQ • 0.56 MB

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Company

C. SAJEEV

L1₹2.6 CrAdmitted-Fee/PreQual/Technical/Finance

JINCE P JAMES

L2₹2.7 Cr+₹2.6 L (0.99%)Admitted-Fee/PreQual/Technical/Finance

NIZAMUDEEN.V.M

L3₹2.7 Cr+₹5.1 L (1.94%)Admitted-Fee/PreQual/Technical/Finance

RAJEEV KUMARAN

L4₹2.7 Cr+₹10.2 L (3.88%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 Building Proper(Civil work)
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	-	sqm	9.27	-
1.002	OD256945/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be assured unto bottom of pile cap) Excess or less cement used as per design mix is not payable or not recoverable separately.500 mm dia piles	-	metre	3,038.29	-
1.003	OD256946/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be assured unto bottom of pile cap) Excess or less cement used as per design mix is not payable or not recoverable separately.600 mm dia piles	1	metre	4,105.69	₹4,101.58
1.004	20.6.2.1: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 above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	-	per test	72,144.83	-
1.005	20.6.2.2: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 above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	-	per test	38,253.54	-
1.006	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	0.6	cum	359.72	₹215.83
1.007	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)	-	cum	7,932.89	-
1.008	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	8,569.14	-
1.009	OD257029/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	8,180.72	₹8,172.54

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix 1 Building Proper(Civil work)

1.001

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

sqm

9.27

1.002

OD256945/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be assured unto bottom of pile cap) Excess or less cement used as per design mix is not payable or not recoverable separately.500 mm dia piles

metre

3,038.29

1.003

OD256946/2025-2026:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M30 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be assured unto bottom of pile cap) Excess or less cement used as per design mix is not payable or not recoverable separately.600 mm dia piles

metre

4,105.69

₹4,101.58

1.004

20.6.2.1: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 above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)

per test

72,144.83

1.005

20.6.2.2: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 above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)

per test

38,253.54

1.006

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

0.6

cum

359.72

₹215.83

1.007

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)

cum

7,932.89

1.008

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

8,569.14

1.009

OD257029/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

8,180.72

₹8,172.54