Tender ID

Kerala

AOC

Works

Civil Works - Buildings

GENERAL-Mini Civil Station Annexe Chengannur-Construction of Mini Civil Station Annexe at Chengannur-Composite Work

New corrigendum available: Technical Bid #1.

Public Works Department

Alappuzha, Kerala

Amount: ₹17.8 CrCloses: 20 May 2025Closed

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Timeline

Published8 May 2025
Closed20 May 2025
Technical Evaluation24 Jun 2025
Awarded31 Jul 2025

Bids

4 Bids31 Jul 2025

#	Company	Amount	Rank	Status
1	SAPRU K JACOB L1₹16.0 CrAccepted-AOC ETTUMANOOR \| ETTUMANOOR \| KOTTAYAM \| KERALA	₹16.0 Cr	L1	Accepted-AOC First lowest
2	Creators Constructions L2₹17.1 Cr+₹1.1 Cr (6.68%)Accepted-AOC 3RD FLOOR 33 509 A KURIEKKAL TOWER EDAPPALLY TOLL PARUTHELIPALAM KOCHI 6820204 \| KOCHI \| ERNAKULAM \| KERALA \| 682020	₹17.1 Cr+₹1.1 Cr (6.68%)	L2	Accepted-AOC Second lowest
3	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L3₹19.2 Cr+₹3.2 Cr (20.0%)Accepted-AOC KANNUR \| KERALA \| 670001	₹19.2 Cr+₹3.2 Cr (20.0%)	L3	Accepted-AOC Third lowest
4	HEATHER CONSTRUCTIONS L4₹19.3 Cr+₹3.4 Cr (21.0%)Accepted-AOC ANUGRAHA T C 9 1775 2 PATTANIKUNNU LANE SASTHAMANGALAM TRIVANDRUM 10 \| TRIVANDRUM \| THIRUVANANTHAPURAM \| KERALA \| 695010	₹19.3 Cr+₹3.4 Cr (21.0%)	L4	Accepted-AOC Fourth lowest

Corrigenda

Corrigendum

1 updatesLatest on 15 May 2025

Tender Value

₹17.8 Cr

EMD Value

₹5 L

Closing Date

20 May 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o SE PWD Buildings South Circle TVPM

Work Description

GENERAL-Mini Civil Station Annexe Chengannur-Construction of Mini Civil Station Annexe at Chengannur-Composite Work

Tender Information

Tender ID

2025_PWD_763450_1

Reference Number

TR/BL/2021/326_23_3_2/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

540 days

Location

Alappuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

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 (.pdf)

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

RequiredMOU in a stamp paper with notary attested and Electrical license (.pdf)

Finance

RequiredBOQ or Tender schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹19,518

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Jul 2025

Published

8 May 2025

Bid Opening

23 May 2025

Download Starts

8 May 2025

Download Ends

20 May 2025

Submission Starts

8 May 2025

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 (528 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A -Building Proper(Civil work)
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	1,260	sqm	15.4	₹19,404
1.002	OD253668/2024-2025:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap).Usage of cement-340kg/m3.Excess or less cement used as per design mix is not payable or recoverable separately. 700 mm dia piles	1,965	metre	4,469.31	₹87,82,194.15
1.003	OD309083/2024-2025:Vertical load testing (INITIAL) of piles in accordance with IS : 2911(Part -IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. compete as per specification & above 100MT and up to 200 MT-700mm dia. pile.	3	per test	82,104.69	₹2,46,314.07
1.004	OD311173/2024-2025:Vertical load testing (ROUTINE) of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc, complete as per specification and the direction of engineer-in-Charge. The single pile above 100 MT and up to 300 MT capacity for the routine test, for 700 mm dia pile	1	per test	48,262.53	₹48,262.53
1.005	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	794.91	cum	309.99	₹2,46,414.77
1.006	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	137.47	cum	111.04	₹15,265.11
1.007	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.	556.44	cum	269.88	₹1,50,172.3
1.008	50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge	81.39	cum	548.87	₹44,671.98
1.009	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)	128.03	cum	7,113.43	₹9,10,711.1

Stage Documents

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

recovered-award.pdf

PDF

Documents

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

Work Item Documents

Tenderdocument.pdf

Tender Documents • 0.20 MB

Tenderdocument_2.pdf

Tender Documents • 0.17 MB

BOQ.xls

BOQ • 0.98 MB

Tenderdocument_3.pdf

Tender Documents • 0.17 MB

Tenderdocument_4.pdf

Tender Documents • 0.01 MB

Tenderdocument_5.pdf

Tender Documents • 0.01 MB

Tenderdocument_6.pdf

Tender Documents • 4.66 MB

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Company

SAPRU K JACOB

L1₹16.0 CrAccepted-AOC

ETTUMANOOR | ETTUMANOOR | KOTTAYAM | KERALA

Creators Constructions

L2₹17.1 Cr+₹1.1 Cr (6.68%)Accepted-AOC

3RD FLOOR 33 509 A KURIEKKAL TOWER EDAPPALLY TOLL PARUTHELIPALAM KOCHI 6820204 | KOCHI | ERNAKULAM | KERALA | 682020

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

L3₹19.2 Cr+₹3.2 Cr (20.0%)Accepted-AOC

KANNUR | KERALA | 670001

HEATHER CONSTRUCTIONS

L4₹19.3 Cr+₹3.4 Cr (21.0%)Accepted-AOC

ANUGRAHA T C 9 1775 2 PATTANIKUNNU LANE SASTHAMANGALAM TRIVANDRUM 10 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695010

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A -Building Proper(Civil work)
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	1,260	sqm	15.4	₹19,404
1.002	OD253668/2024-2025:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap).Usage of cement-340kg/m3.Excess or less cement used as per design mix is not payable or recoverable separately. 700 mm dia piles	1,965	metre	4,469.31	₹87,82,194.15
1.003	OD309083/2024-2025:Vertical load testing (INITIAL) of piles in accordance with IS : 2911(Part -IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. compete as per specification & above 100MT and up to 200 MT-700mm dia. pile.	3	per test	82,104.69	₹2,46,314.07
1.004	OD311173/2024-2025:Vertical load testing (ROUTINE) of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc, complete as per specification and the direction of engineer-in-Charge. The single pile above 100 MT and up to 300 MT capacity for the routine test, for 700 mm dia pile	1	per test	48,262.53	₹48,262.53
1.005	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	794.91	cum	309.99	₹2,46,414.77
1.006	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	137.47	cum	111.04	₹15,265.11
1.007	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.	556.44	cum	269.88	₹1,50,172.3
1.008	50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge	81.39	cum	548.87	₹44,671.98
1.009	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)	128.03	cum	7,113.43	₹9,10,711.1

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A -Building Proper(Civil work)

1.001

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

1,260

sqm

15.4

₹19,404

1.002

OD253668/2024-2025:Boring, providing and installing 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. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap).Usage of cement-340kg/m3.Excess or less cement used as per design mix is not payable or recoverable separately. 700 mm dia piles

1,965

metre

4,469.31

₹87,82,194.15

1.003

OD309083/2024-2025:Vertical load testing (INITIAL) of piles in accordance with IS : 2911(Part -IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. compete as per specification & above 100MT and up to 200 MT-700mm dia. pile.

per test

82,104.69

₹2,46,314.07

1.004

OD311173/2024-2025:Vertical load testing (ROUTINE) of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc, complete as per specification and the direction of engineer-in-Charge. The single pile above 100 MT and up to 300 MT capacity for the routine test, for 700 mm dia pile

per test

48,262.53

₹48,262.53

1.005

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

794.91

cum

309.99

₹2,46,414.77

1.006

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

137.47

cum

111.04

₹15,265.11

1.007

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.

556.44

cum

269.88

₹1,50,172.3

1.008

50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge

81.39

cum

548.87

₹44,671.98

1.009

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)

128.03

cum

7,113.43

₹9,10,711.1