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Mananthavady Municipality Pro no 243 26 CHETTAPALAM BYPASS MILK SOCIETY ROAD SIDE KETTU FILLING AND CONCRETE

Local Self Government Department

MANANTHAVADY | Wayanad, Kerala

Amount: ₹6.8 LCloses: 15 Oct 20264d left

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Timeline

Published7 Oct 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,939

Closing Date

15 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

MANANTHAVADY MUNICIPALIT

Work Description

Mananthavady Municipality Pro no 243 26 CHETTAPALAM BYPASS MILK SOCIETY ROAD SIDE KETTU FILLING AND CONCRETE

Tender Information

Tender ID

2026_LSGD_876479_45

Reference Number

TN.02/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MANANTHAVADY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 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)

RequiredGST Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,939

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	OD117033/2026-2027:[modified from DAR 2.28.1]-Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 c.m.deep and disposal of rubbish, lead up to 50 mtr. and lift up to 1.50 mtr. all kinds of soil. Details of cost for 100 sq.m.	213	sqm	-	-
1.002	OD117031/2026-2027:(From:Spec.4.11.1)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.	15.98	cum	-	-
1.003	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)	31.95	cum	-	-
1.004	OD117032/2026-2027:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular	1	1 nos	-	-
2side protection
2.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	88.8	cum	-	-
2.002	OD117058/2026-2027:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	78.25	cum	-	-
2.003	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	3.5	cum	-	-
2.004	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	0.15	tonne	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.60 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.81 MB

BOQ_1490040.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	OD117033/2026-2027:[modified from DAR 2.28.1]-Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 c.m.deep and disposal of rubbish, lead up to 50 mtr. and lift up to 1.50 mtr. all kinds of soil. Details of cost for 100 sq.m.	213	sqm	-	-
1.002	OD117031/2026-2027:(From:Spec.4.11.1)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.	15.98	cum	-	-
1.003	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)	31.95	cum	-	-
1.004	OD117032/2026-2027:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular	1	1 nos	-	-
2side protection
2.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	88.8	cum	-	-
2.002	OD117058/2026-2027:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	78.25	cum	-	-
2.003	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	3.5	cum	-	-
2.004	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	0.15	tonne	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONCRETE

1.001

OD117033/2026-2027:[modified from DAR 2.28.1]-Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 c.m.deep and disposal of rubbish, lead up to 50 mtr. and lift up to 1.50 mtr. all kinds of soil. Details of cost for 100 sq.m.

213

sqm

1.002

OD117031/2026-2027:(From:Spec.4.11.1)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.

15.98

cum

1.003

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)

31.95

cum

1.004

OD117032/2026-2027:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular

1 nos

2side protection

2.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

88.8

cum

2.002

OD117058/2026-2027:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

78.25

cum

2.003

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

3.5

cum

2.004

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

0.15

tonne