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PROJ 554-26-27 RENNOVATION OF MANIYAMPILLY ROAD VALUMMEL ROAD AND AJANTHA COMPLEX ROAD IN WARD 23 -TRIPUNITHURA MUNCIPALITY-General Civil Work

Local Self Government Department

Tripunithura | Ernakulam, Kerala

Amount: ₹21.2 LCloses: 7 Oct 20266d left

Timeline

Published28 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹21.2 L

EMD Value

₹50,000

Closing Date

7 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Asst Exe Engineer

Address

Asst Exe Engineer,Tripunithura Municipality

Work Description

PROJ 554-26-27 RENNOVATION OF MANIYAMPILLY ROAD VALUMMEL ROAD AND AJANTHA COMPLEX ROAD IN WARD 23 -TRIPUNITHURA MUNCIPALITY-General Civil Work

Tender Information

Tender ID

2026_LSGD_874057_4

Reference Number

PW1-517354/26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Tripunithura

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFOT (.pdf)

RequiredP A (.pdf)

RequiredE Payment Form (.pdf)

RequiredI Pact (.pdf)

RequiredAffidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

28 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock tile paving
1.001	OD193752/2026-2027:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 0.75 m,bottom width 1.50 m and height 1.50 m and filling in between earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete	4	metre	-	-
1.002	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	34.56	cum	-	-
1.003	OD204084/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete	40	hour	-	-
1.004	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	2.88	cum	-	-
1.005	OD193831/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials, labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1	2.25	cum	-	-
1.006	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	33.75	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.93	tonne	-	-
1.008	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	851.4	sqm	-	-
1.009	4.1.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	21.89	cum	-	-

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 • 7.28 MB

Work Item Documents

EpaymentForm.pdf

Tender Documents • 0.02 MB

BOQ_1483121.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.82 MB

FOT.pdf

Tender Documents • 0.02 MB

PA.pdf

Tender Documents • 0.04 MB

IntegrityPact.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.01 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock tile paving
1.001	OD193752/2026-2027:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 0.75 m,bottom width 1.50 m and height 1.50 m and filling in between earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete	4	metre	-	-
1.002	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	34.56	cum	-	-
1.003	OD204084/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete	40	hour	-	-
1.004	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	2.88	cum	-	-
1.005	OD193831/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials, labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1	2.25	cum	-	-
1.006	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	33.75	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.93	tonne	-	-
1.008	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	851.4	sqm	-	-
1.009	4.1.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	21.89	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock tile paving

1.001

OD193752/2026-2027:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 0.75 m,bottom width 1.50 m and height 1.50 m and filling in between earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete

metre

1.002

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

34.56

cum

1.003

OD204084/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete

hour

1.004

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

2.88

cum

1.005

OD193831/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials, labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1

2.25

cum

1.006

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

33.75

cum

1.007

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

2.93

tonne

1.008

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

851.4

sqm

1.009

4.1.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

21.89

cum