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Annual Plan-Mavoor Grama panchayath Proj No 247/27-Valayannur School Kalambalam Road Renovation In Ward 04-General Civil Work

Local Self Government Department

MAVOOR | Kozhikode, Kerala

Amount: ₹5.5 LCloses: 22 Oct 20266d left

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Timeline

Published15 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹5.5 L

EMD Value

₹16,947

Closing Date

22 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Assistant engineer

Address

LIDEWMAVOORGP

Work Description

Annual Plan-Mavoor Grama panchayath Proj No 247/27-Valayannur School Kalambalam Road Renovation In Ward 04-General Civil Work

Tender Information

Tender ID

2026_LSGD_879988_2

Reference Number

T3/MVR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MAVOOR

Source Website

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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

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,947

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 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side protection wall
1.001	OD174273/2026-2027: DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.(Modified DAR 60.7.3)	25.93	cum	-	-
1.002	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	21.96	cum	-	-
1.003	OD173732/2026-2027:Dry rubble masonry -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour charges etccomplete as per direction of Departmental officers at site .	55.05	cum	-	-
1.004	OD206050/2026-2027:DRY RUBBLE MASONRY _ Dry rubble(departmental ) without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(OD modified 60.7.1)	18.15	cum	-	-
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)	4.88	cum	-	-
1.006	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	3.05	cum	-	-
2Road tarring and retarring
2.001	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.	84	sqm	-	-
2.002	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.	8.4	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.56 MB

Work Item Documents

BOQ_1496388.xls

BOQ • 0.24 MB

247nit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side protection wall
1.001	OD174273/2026-2027: DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.(Modified DAR 60.7.3)	25.93	cum	-	-
1.002	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	21.96	cum	-	-
1.003	OD173732/2026-2027:Dry rubble masonry -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour charges etccomplete as per direction of Departmental officers at site .	55.05	cum	-	-
1.004	OD206050/2026-2027:DRY RUBBLE MASONRY _ Dry rubble(departmental ) without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(OD modified 60.7.1)	18.15	cum	-	-
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)	4.88	cum	-	-
1.006	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	3.05	cum	-	-
2Road tarring and retarring
2.001	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.	84	sqm	-	-
2.002	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.	8.4	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Side protection wall

1.001

OD174273/2026-2027: DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.(Modified DAR 60.7.3)

25.93

cum

1.002

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

21.96

cum

1.003

OD173732/2026-2027:Dry rubble masonry -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour charges etccomplete as per direction of Departmental officers at site .

55.05

cum

1.004

OD206050/2026-2027:DRY RUBBLE MASONRY _ Dry rubble(departmental ) without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(OD modified 60.7.1)

18.15

cum

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)

4.88

cum

1.006

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

3.05

cum

2Road tarring and retarring

2.001

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.

sqm

2.002

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.

8.4

cum