Kerala

To Be Opened

Works

Civil Works - Roads

Renovation of Cherukulamba Banglaavu Kunnu Road

Local Self Government Department

Cherukulamba Banglaavu Kunnu | Malappuram, Kerala

Amount: ₹6.3 LCloses: 25 Sept 202625 Sept 2026Closed

Timeline

Published17 Sept 2026
Closed25 Sept 2026
Bid Opening28 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 25 Sept 2026Submission Ends:25 Sept 202625 Sept 2026

Date changes

Download Ends25 Sept 202625 Sept 2026Submission Ends25 Sept 202625 Sept 2026

Tender Value

₹6.3 L

EMD Value

₹15,678

Closing Date

25 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Assistant Engineer, LID EW Section Kuruva GP

Work Description

Annual Plan - 2026 - 2027 - Project No. 93/27 - Renovation of Cherukulamba Banglaavu Kunnu Road

Tender Information

Tender ID

2026_LSGD_869151_14

Reference Number

AE/LIDEW/KUR/TER/ET/03/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Cherukulamba Banglaavu Kunnu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender document

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSelf attested copy of the bidders valid registration certificate in Kerala PWD (.pdf)

RequiredSBD WITH NIT downloaded from E Tender Website (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no.2 part VI of this bid (.pdf)

RequiredDuly filled and signed copy of requisition for E-Payment form as per item no.6 part VI of this bid (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no.4 part VI of this bid (.pdf)

RequiredDully filled and signed copy of Integrity Pact certificate as per item no.3 part VI of this bid (.pdf)

RequiredDully filled Form of Tender (.pdf)

RequiredAttested copy of GST registration, Pancard, Adhar card (.pdf)

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,385

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,678

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

17 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

17 Sept 2026

Download Ends

25 Sept 2026

Submission Starts

17 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Road
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	77.63	cum	-	-
1.002	OD60599/2026-2027:[OD From DAR 60.5.2] DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2 m long (1 m in rock and 1m in concrete) including drilling holes of 20 mm dia to a depth of 1m in rock and filling the gap with cement grout (0.10 kg/each) etc complete.	17	each	-	-
1.003	OD60604/2026-2027:[OD From MoRD 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	1.35	cum	-	-
1.004	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)	5.06	cum	-	-
1.005	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)	41.85	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.71	tonne	-	-
1.007	OD60598/2026-2027:[OD From DAR 60.6] - PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC pipes working pressure-4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete.	9.39	metre	-	-
1.008	OD60605/2026-2027:[OD From DAR 2.28.1] Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	90	sqm	-	-
1.009	OD60607/2026-2027:[OD From MoRD 4.1.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	6.75	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.88 MB

Work Item Documents

93_AE.pdf

Tender Documents • 0.04 MB

93_Affidavit.pdf

Tender Documents • 0.02 MB

93_epayment.pdf

Tender Documents • 0.14 MB

93_Form of tender.pdf

Tender Documents • 0.03 MB

93_Integrity pact.pdf

Tender Documents • 0.15 MB

93_nit93.pdf

Tender Documents • 0.04 MB

93_Preliminary agreement.pdf

Tender Documents • 0.57 MB

93_sbd93.pdf

Tender Documents • 2.42 MB

93_sbd93_merged.pdf

Tender Documents • 2.47 MB

BOQ_1472968.xls

BOQ • 0.25 MB

Corrigendum Documents

timeextension.pdf

PDF • 0.47 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Road
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	77.63	cum	-	-
1.002	OD60599/2026-2027:[OD From DAR 60.5.2] DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2 m long (1 m in rock and 1m in concrete) including drilling holes of 20 mm dia to a depth of 1m in rock and filling the gap with cement grout (0.10 kg/each) etc complete.	17	each	-	-
1.003	OD60604/2026-2027:[OD From MoRD 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	1.35	cum	-	-
1.004	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)	5.06	cum	-	-
1.005	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)	41.85	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.71	tonne	-	-
1.007	OD60598/2026-2027:[OD From DAR 60.6] - PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC pipes working pressure-4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete.	9.39	metre	-	-
1.008	OD60605/2026-2027:[OD From DAR 2.28.1] Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	90	sqm	-	-
1.009	OD60607/2026-2027:[OD From MoRD 4.1.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	6.75	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of Road

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

77.63

cum

1.002

OD60599/2026-2027:[OD From DAR 60.5.2] DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2 m long (1 m in rock and 1m in concrete) including drilling holes of 20 mm dia to a depth of 1m in rock and filling the gap with cement grout (0.10 kg/each) etc complete.

each

1.003

OD60604/2026-2027:[OD From MoRD 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

1.35

cum

1.004

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)

5.06

cum

1.005

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)

41.85

cum

1.006

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

0.71

tonne

1.007

OD60598/2026-2027:[OD From DAR 60.6] - PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC pipes working pressure-4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete.

9.39

metre

1.008

OD60605/2026-2027:[OD From DAR 2.28.1] Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

sqm

1.009

OD60607/2026-2027:[OD From MoRD 4.1.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

6.75

cum