Kerala

AOC

Works

Civil Works - Buildings

GENERAL-KSRTC Chengannur-Construction of new buildings for KSRTC Bus Station, Chengannur - Phase 1-Composite Work

Public Works Department

Alappuzha | Thiruvananthapuram, Kerala

Amount: ₹7.9 CrCloses: 12 Feb 2026Closed

Timeline

Published28 Jan 2026
Closed12 Feb 2026
Technical Evaluation23 Feb 2026
Awarded20 May 2026

Bids

Percentage

4 Bids20 May 2026

#	Company	Amount	Rank	Status
1	SAPRU K JACOB L1₹7.1 CrAccepted-AOC ETTUMANOOR \| ETTUMANOOR \| KOTTAYAM \| KERALA	₹7.1 Cr	L1	Accepted-AOC L1
2	VC CONSTRUCTIONS L2₹7.2 Cr+₹11.2 L (1.59%)Rejected-AOC	₹7.2 Cr+₹11.2 L (1.59%)	L2	Rejected-AOC L2
3	SAKKEER.K.S L3₹7.3 Cr+₹25.7 L (3.63%)Rejected-AOC	₹7.3 Cr+₹25.7 L (3.63%)	L3	Rejected-AOC L3
4	HEATHER CONSTRUCTIONS L4₹8.1 Cr+₹1.1 Cr (15.0%)Rejected-AOC	₹8.1 Cr+₹1.1 Cr (15.0%)	L4	Rejected-AOC L4

Tender Value

₹7.9 Cr

EMD Value

₹2 L

Closing Date

12 Feb 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o Superintending Engineer,PWD BL SC,TVPM

Work Description

GENERAL-KSRTC Chengannur-Construction of new buildings for KSRTC Bus Station, Chengannur - Phase 1-Composite Work

Tender Information

Tender ID

2026_PWD_831377_1

Reference Number

PWD/BLDG/TR/17781/2024_23_3

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, and other documents as specified in SBD (.pdf)

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

RequiredMOU in a stamp paper with notary attested and Electrical license (issued from PWD/KSELB) (.pdf)

Finance

RequiredBOQ or Tender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 May 2026

Published

28 Jan 2026

Bid Opening

16 Feb 2026

Download Starts

28 Jan 2026

Download Ends

12 Feb 2026

Submission Starts

28 Jan 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 (380 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Construction of Main Block(Civil work)
1.001	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	-	cum	2,542	-
1.002	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	0.8	cum	257.63	₹206.1
1.003	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	0.8	cum	131.02	₹104.82
1.004	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	345.54	-
1.005	OD280573/2025-2026:Providing steel sheet shoring to the side of trenches of depth exceeding 3.00 m using MS sheet 6 mm thick, stiffener on edges with 50506 mm MS angles driving down vertically on either side one after another in lines and levels using suitable driving equipment to a minimum depth of 0.50 m below bottom proposed excavation, suitably braced by horizontal walling pieces of 751508mm angles on either side at intervals not exceeding 1.0m maintaining and removing the same after completion of work	-	sqm	720.81	-
1.006	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)	0.6	cum	7,932.89	₹4,759.73
1.007	4.1.6: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 40 mm nominal size derived from natural sources)	-	cum	8,364.57	-
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	0.6	sqm	386.16	₹231.31
1.009	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	839.6	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 12.07 MB

epayment.pdf

Ready to Participate?

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Company

SAPRU K JACOB

L1₹7.1 CrAccepted-AOC

ETTUMANOOR | ETTUMANOOR | KOTTAYAM | KERALA

VC CONSTRUCTIONS

L2₹7.2 Cr+₹11.2 L (1.59%)Rejected-AOC

SAKKEER.K.S

L3₹7.3 Cr+₹25.7 L (3.63%)Rejected-AOC

HEATHER CONSTRUCTIONS

L4₹8.1 Cr+₹1.1 Cr (15.0%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Construction of Main Block(Civil work)
1.001	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	-	cum	2,542	-
1.002	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	0.8	cum	257.63	₹206.1
1.003	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	0.8	cum	131.02	₹104.82
1.004	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	345.54	-
1.005	OD280573/2025-2026:Providing steel sheet shoring to the side of trenches of depth exceeding 3.00 m using MS sheet 6 mm thick, stiffener on edges with 50506 mm MS angles driving down vertically on either side one after another in lines and levels using suitable driving equipment to a minimum depth of 0.50 m below bottom proposed excavation, suitably braced by horizontal walling pieces of 751508mm angles on either side at intervals not exceeding 1.0m maintaining and removing the same after completion of work	-	sqm	720.81	-
1.006	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)	0.6	cum	7,932.89	₹4,759.73
1.007	4.1.6: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 40 mm nominal size derived from natural sources)	-	cum	8,364.57	-
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	0.6	sqm	386.16	₹231.31
1.009	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	839.6	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Construction of Main Block(Civil work)

1.001

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

cum

2,542

1.002

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

0.8

cum

257.63

₹206.1

1.003

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

0.8

cum

131.02

₹104.82

1.004

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

345.54

1.005

OD280573/2025-2026:Providing steel sheet shoring to the side of trenches of depth exceeding 3.00 m using MS sheet 6 mm thick, stiffener on edges with 50*50*6 mm MS angles driving down vertically on either side one after another in lines and levels using suitable driving equipment to a minimum depth of 0.50 m below bottom proposed excavation, suitably braced by horizontal walling pieces of 75*150*8mm angles on either side at intervals not exceeding 1.0m maintaining and removing the same after completion of work

sqm

720.81

1.006

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)

0.6

cum

7,932.89

₹4,759.73

1.007

4.1.6: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 40 mm nominal size derived from natural sources)

cum

8,364.57

1.008

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

0.6

sqm

386.16

₹231.31

1.009

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm

839.6