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so/56-26 peringotbylane road Tog pass road fort due appartment road anganwady road tiling and drain construction

Local Self Government Department

Kalamassery | Ernakulam, Kerala

Amount: ₹14.8 LCloses: 12 Oct 2026Due tomorrow

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Timeline

Published7 Oct 2026
Closes12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹14.8 L

EMD Value

₹37,075

Closing Date

12 Oct 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality

Work Description

so/56-26 peringotbylane road Tog pass road fort due appartment road anganwady road tiling and drain construction

Tender Information

Tender ID

2026_LSGD_876180_35

Reference Number

LIDEW/AEE/ET/05/2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kalamassery

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredFORM OF TENDER PART VI ITEM NO.1 (.pdf)

RequiredPRELIMINARY AGREEMENT PART VI ITEM NO2 (.pdf)

RequiredIntegrity Pact PART VI ITEM NO,EPAYMENT FORM (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredAFFIDAVIT PART VI ITEM NO4 (.pdf)

RequiredLICENSE CERTIFICATE,ADHAR,PAN,GST (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹37,075

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

7 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1tiling and drain maintenance
1.001	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	80.63	cum	-	-
1.002	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	18.38	cum	-	-
1.003	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	16.88	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1.52	tonne	-	-
1.005	6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	50.63	cum	-	-
1.006	OD183413/2026-2027:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape laid in Required pattern over and Including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per the Direction of Engineer in Charge ( Details for 10 m2)	675	sqm	-	-
1.007	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	6.1	cum	-	-
1.008	OD183429/2026-2027:Man coolie	7	no	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

sbd35.pdf

Tender Documents • 1.77 MB

BOQ_1489908.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1tiling and drain maintenance
1.001	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	80.63	cum	-	-
1.002	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	18.38	cum	-	-
1.003	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	16.88	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1.52	tonne	-	-
1.005	6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	50.63	cum	-	-
1.006	OD183413/2026-2027:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape laid in Required pattern over and Including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per the Direction of Engineer in Charge ( Details for 10 m2)	675	sqm	-	-
1.007	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	6.1	cum	-	-
1.008	OD183429/2026-2027:Man coolie	7	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1tiling and drain maintenance

1.001

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (A) Cement Concrete

80.63

cum

1.002

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

18.38

cum

1.003

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

16.88

cum

1.004

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

1.52

tonne

1.005

6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

50.63

cum

1.006

OD183413/2026-2027:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape laid in Required pattern over and Including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per the Direction of Engineer in Charge ( Details for 10 m2)

675

sqm

1.007

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

6.1

cum

1.008

OD183429/2026-2027:Man coolie