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Civil Works - Others

Annual Plan-Alappuzha Municipality 2025-26 - Proj. No.807-PIPE DRAIN AT JALAL VAZHI SOUTH OF THRIVENI JUNCTION IN ASRAMAM WARD

Local Self Government Department

ALAPPUZHA MUNICIPALITY | Alappuzha, Kerala

Amount: ₹5.9 LCloses: 23 Sept 202618 Sept 2026Closed

Timeline

Published12 Sept 2026
Closed23 Sept 202618 Sept 2026
Bid Opening23 Sept 202619 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 18 Sept 2026Submission Ends:18 Sept 202623 Sept 2026

Date changes

Download Ends18 Sept 202623 Sept 2026Submission Ends18 Sept 202623 Sept 2026Bid Opening19 Sept 202623 Sept 2026

Tender Value

₹5.9 L

EMD Value

₹14,817

Closing Date

23 Sept 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

MUNICIPAL ENGINEER

Address

ALAPPUZHA MUNICIPALITY

Work Description

Annual Plan-Alappuzha Municipality 2025-26 - Proj. No.807-PIPE DRAIN AT JALAL VAZHI SOUTH OF THRIVENI JUNCTION IN ASRAMAM WARD

Tender Information

Tender ID

2026_LSGD_869385_1

Reference Number

T09/807/ME/AMC/LSGD/P3/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

ALAPPUZHA MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredEPF (.pdf)

RequiredFOT (.pdf)

RequiredIPC (.pdf)

RequiredPA (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,817

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

12 Sept 2026

Bid Opening

23 Sept 2026

Download Starts

12 Sept 2026

Download Ends

23 Sept 2026

Submission Starts

12 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1drain
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	40.72	cum	-	-
1.002	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	5.44	cum	-	-
1.003	12.5.3: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 III. R.C.C grade M 20	23.68	cum	-	-
1.004	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	1.31	tonne	-	-
1.005	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)	11.56	cum	-	-
1.006	OD319047/2025-2026:(MORD 9.3.C modified) Providing and Laying Reinforced Cement Concrete NP3 PIPE as per design in Single Row<br> Providing and laying reinforced cement concrete NP3 pipe for Drainage/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) 300 mm dia	10	metre	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1472883.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.69 MB

Corrigendum Documents

DATECORRIGENDUM.pdf

PDF • 0.44 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1drain
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	40.72	cum	-	-
1.002	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	5.44	cum	-	-
1.003	12.5.3: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 III. R.C.C grade M 20	23.68	cum	-	-
1.004	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	1.31	tonne	-	-
1.005	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)	11.56	cum	-	-
1.006	OD319047/2025-2026:(MORD 9.3.C modified) Providing and Laying Reinforced Cement Concrete NP3 PIPE as per design in Single Row<br> Providing and laying reinforced cement concrete NP3 pipe for Drainage/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) 300 mm dia	10	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1drain

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

40.72

cum

1.002

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

5.44

cum

1.003

12.5.3: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 III. R.C.C grade M 20

23.68

cum

1.004

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

1.31

tonne

1.005

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)

11.56

cum

1.006

OD319047/2025-2026:(MORD 9.3.C modified) Providing and Laying Reinforced Cement Concrete NP3 PIPE as per design in Single Row<br> Providing and laying reinforced cement concrete NP3 pipe for Drainage/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) 300 mm dia

metre