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KOODARANHI G P 2026-27 PRO 79/27 BADHAM CHUVADU PUNNAKADAVU ROAD -WARD 8

Local Self Government Department

KOODARANHI | Kozhikode, Kerala

Amount: ₹5.6 LCloses: 14 Oct 20263d left

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Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹5.6 L

EMD Value

₹13,968

Closing Date

14 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

AE KOODARANHI G P

Address

LID EW KOODARANHI

Work Description

KOODARANHI G P 2026-27 PRO 79/27 BADHAM CHUVADU PUNNAKADAVU ROAD -WARD 8

Tender Information

Tender ID

2026_LSGD_876306_3

Reference Number

2/etender/koodaranhi/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

KOODARANHI

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)

RequiredPRILIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBDWITH NIT (.pdf)

RequiredEPAY (.pdf)

RequiredIPACT (.pdf)

RequiredAFFIDAVICT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,235

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,968

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

14 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD SIDE PROTECTION
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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	34.69	cum	-	-
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	32.25	cum	-	-
1.003	OD182868/2026-2027:Dry Rubble Masonry-Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charge etc , complete as per direction of officer in charge	94.78	cum	-	-
1.004	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)	5.5	cum	-	-
1.005	OD185792/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) <br> (A) By Mix in Place method in normal. <br> Construction of granular sub-base by providing local materila spreading in uniform layers . with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1)	7.5	cum	-	-
1.006	OD196749/2026-2027: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 excluding centering and shuttering (i) Nominal mix (1:2:4)	12	cum	-	-
1.007	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

pa.pdf

Tender Documents • 0.25 MB

SBDNIT.pdf

Tender Documents • 2.04 MB

BOQ_1488398.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD SIDE PROTECTION
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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	34.69	cum	-	-
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	32.25	cum	-	-
1.003	OD182868/2026-2027:Dry Rubble Masonry-Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charge etc , complete as per direction of officer in charge	94.78	cum	-	-
1.004	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)	5.5	cum	-	-
1.005	OD185792/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) <br> (A) By Mix in Place method in normal. <br> Construction of granular sub-base by providing local materila spreading in uniform layers . with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1)	7.5	cum	-	-
1.006	OD196749/2026-2027: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 excluding centering and shuttering (i) Nominal mix (1:2:4)	12	cum	-	-
1.007	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 SIDE PROTECTION

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

34.69

cum

1.002

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.

32.25

cum

1.003

OD182868/2026-2027:Dry Rubble Masonry-Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charge etc , complete as per direction of officer in charge

94.78

cum

1.004

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)

5.5

cum

1.005

OD185792/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) (A) By Mix in Place method in normal. Construction of granular sub-base by providing local materila spreading in uniform layers . with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1)

7.5

cum

1.006

OD196749/2026-2027: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 excluding centering and shuttering (i) Nominal mix (1:2:4)

cum

1.007

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