Tender ID

Kerala

Cancelled

Works

Civil Works - Bridges

Annual Plan-Chambakkulam BP 2025-26-- Rennovation of Kavalaykkal bridge of ward 6 in Champakulam GP

Local Self Government Department

Chambakulam Block Panchayath | Alappuzha, Kerala

Amount: ₹6.8 LCloses: 14 Mar 2026Closed

Timeline

Published7 Mar 2026
Closed14 Mar 2026
Cancelled6 Oct 2026

Cancellation Details

Cancellation of Tender

Cancellation of tendertender cancellationReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 6 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,946

Closing Date

14 Mar 2026, 11:30 amClosed

Tender Inviting Organisation

Name

Sharon Sudhakaran

Address

Assistant Engineer

Work Description

Annual Plan-Chambakkulam BP 2025-26-- Rennovation of Kavalaykkal bridge of ward 6 in Champakulam GP

Tender Information

Tender ID

2026_LSGD_838631_4

Reference Number

AE/Tender/26

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Item Rate

Period of Work

180 days

Location

Chambakulam Block Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredRequisition for e payment (.pdf)

RequiredIntegrity pact certificate (.pdf)

Requiredaffidavit (.pdf)

Requiredpreliminary agreement (.pdf)

Requiredform of Tender (.pdf)

Requiredsbd (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,946

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

7 Mar 2026

Bid Opening

16 Mar 2026

Download Starts

7 Mar 2026

Download Ends

14 Mar 2026

Submission Starts

7 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of small bridge
1.001	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	2.1	cum	-	-
1.002	14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3	0.66	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	0.33	cum	-	-
1.004	11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25	0.75	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.06	tonne	-	-
1.006	OD475567/2025-2026:10.23 Item Shifted to Sub head 14 as item 14.73 10.24 Item Shifted to head 14 as item 14.74 10.25 Steel work welded in built up sections/framed work , including cutting ,hoisting , fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings ,frames, guard bar, ladder, railings, brackets, gates and similar works	2,963.74	kg	-	-
1.007	OD475539/2025-2026:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	234.1	kg	-	-
1.008	OD454533/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with alllifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified withincreased compensation and additional conveyance	19.5	cum	-	-
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.	9	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.19 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Work Item Documents

BOQ_1426547.xls

BOQ • 0.24 MB

sbdkala.pdf

Tender Documents • 1.06 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of small bridge
1.001	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	2.1	cum	-	-
1.002	14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3	0.66	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	0.33	cum	-	-
1.004	11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25	0.75	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.06	tonne	-	-
1.006	OD475567/2025-2026:10.23 Item Shifted to Sub head 14 as item 14.73 10.24 Item Shifted to head 14 as item 14.74 10.25 Steel work welded in built up sections/framed work , including cutting ,hoisting , fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings ,frames, guard bar, ladder, railings, brackets, gates and similar works	2,963.74	kg	-	-
1.007	OD475539/2025-2026:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	234.1	kg	-	-
1.008	OD454533/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with alllifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified withincreased compensation and additional conveyance	19.5	cum	-	-
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.	9	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of small bridge

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

2.1

cum

1.002

14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

0.66

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

0.33

cum

1.004

11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 V. R.C.C. grade M 25

0.75

cum

1.005

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

0.06

tonne

1.006

OD475567/2025-2026:10.23 Item Shifted to Sub head 14 as item 14.73 10.24 Item Shifted to head 14 as item 14.74 10.25 Steel work welded in built up sections/framed work , including cutting ,hoisting , fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings ,frames, guard bar, ladder, railings, brackets, gates and similar works

2,963.74

1.007

OD475539/2025-2026:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

234.1

1.008

OD454533/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with alllifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified withincreased compensation and additional conveyance

19.5

cum

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.

cum