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Civil Works - Roads

Annual Plan-Proj.no.276/2026 27,Vandanmedu GP- Naircity Vaniyappura Road Culvert and Side Protection Wall

Local Self Government Department

Vandanmedu | Idukki, Kerala

Amount: ₹5.1 LCloses: 12 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,696

Closing Date

12 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Lid And EW Section vandanmedu

Work Description

Annual Plan-Proj.no.276/2026 27,Vandanmedu GP- Naircity Vaniyappura Road Culvert and Side Protection Wall

Tender Information

Tender ID

2026_LSGD_875881_14

Reference Number

27/2026/AE/LID And EW/VMD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Vandanmedu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of preliminary agreement duly signed (.pdf)

RequiredDuly filled e-payment form as downloaded from web site (.pdf)

RequiredScanned Copy of Contractors registration certificate (.pdf)

RequiredScanned Copy of GST registration certificate (.pdf)

RequiredDuly filled form of tender (.pdf)

RequiredDuly filled form of integrity pact (.pdf)

RequiredAffidavit (.pdf)

RequiredBOQ (Tender Schedule ) as downloaded from web site (.xls)

RequiredEmd receipt (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,696

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Clarification Period

3 Oct 2026 - 12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Culvert and Wall
1.001	9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth	6.7	cum	-	-
1.002	9.2.2.2:Bedding for Pipe<br> (ii) Type B (First Class) Bedding<br> Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)<br>II. Earth filling (For marshy soil)	1.13	cum	-	-
1.003	9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia	4.5	metre	-	-
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	2.2	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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	4.25	cum	-	-
1.006	OD188015/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall,return wall with 63mm dia 6kg/cm2 PVC pipe extending through the full width of the structures with slope of I(V):20(H) towards drawings drawing face complete as per drawing.	1.8	metre	-	-
1.007	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.	292.5	sqm	-	-
1.008	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	43.88	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.57 MB

Work Item Documents

BOQ_1487482.xls

BOQ • 0.30 MB

276sbd.pdf

Tender Documents • 1.86 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Culvert and Wall
1.001	9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth	6.7	cum	-	-
1.002	9.2.2.2:Bedding for Pipe<br> (ii) Type B (First Class) Bedding<br> Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)<br>II. Earth filling (For marshy soil)	1.13	cum	-	-
1.003	9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia	4.5	metre	-	-
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	2.2	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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	4.25	cum	-	-
1.006	OD188015/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall,return wall with 63mm dia 6kg/cm2 PVC pipe extending through the full width of the structures with slope of I(V):20(H) towards drawings drawing face complete as per drawing.	1.8	metre	-	-
1.007	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.	292.5	sqm	-	-
1.008	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	43.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Culvert and Wall

1.001

9.1.1:Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (i) Upto 3 m depth

6.7

cum

1.002

9.2.2.2:Bedding for Pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) II. Earth filling (For marshy soil)

1.13

cum

1.003

9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (C) 750 mm dia

4.5

metre

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)

2.2

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)

4.25

cum

1.006

OD188015/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall,return wall with 63mm dia 6kg/cm2 PVC pipe extending through the full width of the structures with slope of I(V):20(H) towards drawings drawing face complete as per drawing.

1.8

metre

1.007

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.

292.5

sqm

1.008

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

43.88

cum