Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan - Project no 72 / 27 - CONSTRUCTION OF SIDE WALL IN PUNJAVAYAL PULIKKUNNU ROAD AT ANIKKUNNU FOOTPATH WARD 14-MGPGeneral Civil Work

Local Self Government Department

MUNDAKKAYAM | Kottayam, Kerala

Amount: ₹1.7 LCloses: 20 Aug 2026Closed

Timeline

Published11 Aug 2026
Closed20 Aug 2026
Financial Evaluation—
Award—

Bids

1 Bid31 Aug 2026

#	Company	Status
1	JIJO MATHEW Not Admitted-Fee/PreQual/Technical/Finance	Not Admitted-Fee/PreQual/Technical/Finance Others-cannot be admitted due to insufficient number of qualified bidders

Tender Value

₹1.7 L

EMD Value

₹4,234

Closing Date

20 Aug 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Address

LID EW SECTION MUNDAKKAYAM GP

Work Description

side wall

Tender Information

Tender ID

2026_LSGD_865074_1

Reference Number

02/2026-27/AE/LIDEW/MKM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

365 days

Location

MUNDAKKAYAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredEPAYMENT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredFORM OF TENDER AND VALID LICENCE (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,234

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Aug 2026

Published

11 Aug 2026

Bid Opening

21 Aug 2026

Download Starts

11 Aug 2026

Download Ends

20 Aug 2026

Submission Starts

11 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side wall construction
1.001	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	-	cum	941.83	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	-	cum	9,001.46	-
1.003	12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	-	cum	9,304.36	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1	tonne	1,00,437.31	₹1,00,336.87
1.005	OD109777/2026-2027:DAR 60.6,PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.	-	metre	117.8	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.32 MB

Work Item Documents

BOQ_1463804.xls

BOQ • 0.31 MB

viewnit.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 2.15 MB

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Company

JIJO MATHEW

Not Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side wall construction
1.001	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	-	cum	941.83	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	-	cum	9,001.46	-
1.003	12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	-	cum	9,304.36	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1	tonne	1,00,437.31	₹1,00,336.87
1.005	OD109777/2026-2027:DAR 60.6,PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.	-	metre	117.8	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Side wall construction

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

cum

941.83

1.002

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

cum

9,001.46

1.003

12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

cum

9,304.36

1.004

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

tonne

1,00,437.31

₹1,00,336.87

1.005

OD109777/2026-2027:DAR 60.6,PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

metre

117.8