Kerala

AOC

Works

Civil Works - Roads

MANANTHAVADY MUNICIPALITY PRO NO 355/25,CHOOTTAKKADAVU BYPASS ROAD IRON USED PROTECTION AND IRISH DRAIN

Local Self Government Department

MANANTHAVADY | Wayanad, Kerala

Amount: ₹3.3 LCloses: 24 Feb 2026Closed

Timeline

Published19 Feb 2026
Closed24 Feb 2026
Awarded10 Jul 2026

Bids

Percentage

2 Bids10 Jul 2026

#	Company	Amount	Rank	Status
1	Paul Mathew L1₹3.2 LAccepted-AOC	₹3.2 L	L1	Accepted-AOC l1
2	PWD Contractor Rejected-Technical	-	-	Rejected-Technical L2

Tender Value

₹3.3 L

EMD Value

₹8,197

Closing Date

24 Feb 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY

Work Description

MANANTHAVADY MUNICIPALITY PRO NO 355/25,CHOOTTAKKADAVU BYPASS ROAD IRON USED PROTECTION AND IRISH DRAIN

Tender Information

Tender ID

2026_LSGD_836643_21

Reference Number

TN/04/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

MANANTHAVADY

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 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)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹725

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,197

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jul 2026

Published

19 Feb 2026

Bid Opening

25 Feb 2026

Download Starts

19 Feb 2026

Download Ends

24 Feb 2026

Submission Starts

19 Feb 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Fixing Handrail
1.001	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	240.45	-
1.002	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	7,404.03	-
1.003	10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes	-	kg	210.94	-
1.004	13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work	-	sqm	236.08	-
2IRISH CONCRETE
2.001	OD320779/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	1	per sqm	34.3	₹34.27
2.002	OD320813/2025-2026: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 complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. (Without Roller Compacting)	-	cum	2,174.38	-
2.003	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)	-	cum	8,917.26	-
2.004	OD320782/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular	-	each	3,768.32	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1410451.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.57 MB

Work Item Documents

BOQ_1410451.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 2.33 MB

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Company

Paul Mathew

L1₹3.2 LAccepted-AOC

PWD Contractor

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Fixing Handrail
1.001	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	240.45	-
1.002	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	7,404.03	-
1.003	10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes	-	kg	210.94	-
1.004	13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work	-	sqm	236.08	-
2IRISH CONCRETE
2.001	OD320779/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	1	per sqm	34.3	₹34.27
2.002	OD320813/2025-2026: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 complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. (Without Roller Compacting)	-	cum	2,174.38	-
2.003	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)	-	cum	8,917.26	-
2.004	OD320782/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular	-	each	3,768.32	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Fixing Handrail

1.001

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

cum

240.45

1.002

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

7,404.03

1.003

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

210.94

1.004

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

sqm

236.08

2IRISH CONCRETE

2.001

OD320779/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m

per sqm

34.3

₹34.27

2.002

OD320813/2025-2026: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 complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. (Without Roller Compacting)

cum

2,174.38

2.003

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)

cum

8,917.26

2.004

OD320782/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular

each

3,768.32