Kerala

Active

Works

Civil Works - Roads

GENERAL-Mavoor Gramapanchayath Annual Plan 2026-27 Pro. No. 270/27-RENOVATION WORKS TO KUTTIKKADAVU KOTTUVATHALA ROAD -General Civil Work

Local Self Government Department

MAVOOR | Kozhikode, Kerala

Amount: ₹9.7 LCloses: 22 Oct 20263d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published15 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹9.7 L

EMD Value

₹24,249

Closing Date

22 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

Assistant engineer

Address

LIDEWMAVOORGP

Work Description

GENERAL-Mavoor Gramapanchayath Annual Plan 2026-27 Pro. No. 270/27-RENOVATION WORKS TO KUTTIKKADAVU KOTTUVATHALA ROAD -General Civil Work

Tender Information

Tender ID

2026_LSGD_879988_5

Reference Number

T3/MVR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MAVOOR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredGST Document (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,140

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹24,249

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

15 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road works
1.001	OD247127/2026-2027:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m	10.14	cum	-	-
1.002	OD247128/2026-2027:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.	9.13	cum	-	-
1.003	OD247129/2026-2027:Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers	1.01	cum	-	-
1.004	10.11:Boundary Pillar <br> Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704	7	no	-	-
1.005	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)	0.65	cum	-	-
1.006	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	493	sqm	-	-
1.007	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	48.54	sqm	-	-
1.008	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	48.53	sqm	-	-
1.009	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	4.35	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 • 0.56 MB

Work Item Documents

combinepdf.pdf

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road works
1.001	OD247127/2026-2027:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m	10.14	cum	-	-
1.002	OD247128/2026-2027:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.	9.13	cum	-	-
1.003	OD247129/2026-2027:Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers	1.01	cum	-	-
1.004	10.11:Boundary Pillar <br> Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704	7	no	-	-
1.005	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)	0.65	cum	-	-
1.006	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	493	sqm	-	-
1.007	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	48.54	sqm	-	-
1.008	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	48.53	sqm	-	-
1.009	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	4.35	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road works

1.001

OD247127/2026-2027:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m

10.14

cum

1.002

OD247128/2026-2027:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.

9.13

cum

1.003

OD247129/2026-2027:Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers

1.01

cum

1.004

10.11:Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

1.005

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)

0.65

cum

1.006

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.

493

sqm

1.007

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

48.54

sqm

1.008

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

48.53

sqm

1.009

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

4.35

cum