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Civil Works - Roads

Annual Plan-360/2025-26-Construction of Drain with cover slab at west side of Bazar Bus stop in ward 13 of Chellanam G.P.( Palluruthy Block Joint venture)-General Civil Work

Local Self Government Department

Chellanam G.P | Ernakulam, Kerala

Amount: ₹5.2 LCloses: 31 Aug 2026Closed

Timeline

Published24 Aug 2026
Closed31 Aug 2026
Bid Opening2 Sept 2026

Tender Value

₹5.2 L

EMD Value

₹12,909

Closing Date

31 Aug 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

AElsgd chellanam

Address

AElsgd chellanam

Work Description

Annual Plan-360/2025-26-Construction of Drain with cover slab at west side of Bazar Bus stop in ward 13 of Chellanam G.P.( Palluruthy Block Joint venture)-General Civil Work

Tender Information

Tender ID

2025_LSGD_797816_2

Reference Number

T5/AE/LID EW/CGP/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

Chellanam G.P

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no 1 part vi (.pdf)

RequiredIntegrity pact certificate as per item no 3 part vi (.pdf)

RequiredPreliminary agreement as per item no 2 part vi (.pdf)

RequiredRequisition for e payment as per item no 6 part vi (.pdf)

RequiredAffidavit as per item no 4 part vi (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredNIT.pdf (.pdf)

RequiredSBD.pdf (.pdf)

Requiredboq.xls (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,140

EMD Fee Amount

₹12,909

Important Dates

Last Activity

24 Aug 2026

Published

24 Aug 2026

Bid Opening

2 Sept 2026

Download Starts

24 Aug 2026

Download Ends

31 Aug 2026

Submission Starts

24 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of drain and footpath
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	1	cum	-	-
1.002	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	-	cum	-	-
1.003	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	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)	1	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	-	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.007	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)	-	cum	-	-
1.008	3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	-	cum	-	-
1.009	OD194912/2025-2026:Modified 4:11:2 (MORD OD) Granular sub base /Surface Course with local material (table 400.13) by mix in place by providing local material spreading in uniform layers and compacting by ramming or tamping to chive 401.4 as per Technical Specification clause 408. Using Gravel mix Soil	1	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1466707.xls

BOQ • 0.26 MB

BD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of drain and footpath
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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	1	cum	-	-
1.002	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	-	cum	-	-
1.003	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	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)	1	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	-	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.007	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)	-	cum	-	-
1.008	3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	-	cum	-	-
1.009	OD194912/2025-2026:Modified 4:11:2 (MORD OD) Granular sub base /Surface Course with local material (table 400.13) by mix in place by providing local material spreading in uniform layers and compacting by ramming or tamping to chive 401.4 as per Technical Specification clause 408. Using Gravel mix Soil	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of drain and footpath

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

cum

1.002

2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete

cum

1.003

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

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)

cum

1.005

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

cum

1.006

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

tonne

1.007

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)

cum

1.008

3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

cum

1.009

OD194912/2025-2026:Modified 4:11:2 (MORD OD) Granular sub base /Surface Course with local material (table 400.13) by mix in place by providing local material spreading in uniform layers and compacting by ramming or tamping to chive 401.4 as per Technical Specification clause 408. Using Gravel mix Soil

cum