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DEPOSIT-KyIP-Melady Block Panchayath 2025-26 - Construction of Navaprebha Keezhana Palam Canal Road in Meppayur GP (LBMC inbetween 28/300 and 28/500) General Civil Work

Irrigation Department

Meppayur | Kozhikode, Kerala

Amount: ₹3.8 LCloses: 29 Jul 2026Closed

Timeline

Published22 Jul 2026
Closed29 Jul 2026
Bid Opening31 Jul 2026

Tender Value

₹3.8 L

EMD Value

₹9,484

Closing Date

29 Jul 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

o/oAssistant Executive Engineer KyIP Canal Subdivision Vadakara

Work Description

DEPOSIT-KyIP-Melady Block Panchayath 2025-26 - Construction of Navaprebha Keezhana Palam Canal Road in Meppayur GP (LBMC inbetween 28/300 and 28/500) General Civil Work

Tender Information

Tender ID

2026_Irrig_861990_1

Reference Number

IRR/PI/TR/5686/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Meppayur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled preliminary agreement in stamp paper or plain paper in the prescribed format. (.pdf)

RequiredScanned attested copy of Registration Certificate showing validity and switch over to new system (.pdf)

RequiredTender documents including Form 83, 84 etc. downloaded from the website. (.pdf)

RequiredSigned and Scanned copy of E-payment details, Tender fee details, Bid security details (.pdf)

RequiredSigned and Scanned copy of Affidavit and Integrity Pact (.pdf)

RequiredSigned and Scanned copy of Form of Tender (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹840

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,484

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Jul 2026

Published

22 Jul 2026

Bid Opening

31 Jul 2026

Download Starts

22 Jul 2026

Download Ends

29 Jul 2026

Submission Starts

22 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.	1	cum	-	-
1.002	OD23862/2025-2026:Supplying and spreading quarry waste in uniform layers with by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete etc. OD created based on Morth data 4.2.A.1.	1	cum	-	-
1.003	13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m	1	cum	-	-
1.004	3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	-	cum	-	-
2Guard Stone
2.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	-	sqm	-	-
2.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	-	cum	-	-
2.003	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	-	-
2.004	5.13:Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)	1	cum	-	-

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_1457807.xls

BOQ • 0.30 MB

sb.pdf

Tender Documents • 2.12 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.	1	cum	-	-
1.002	OD23862/2025-2026:Supplying and spreading quarry waste in uniform layers with by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete etc. OD created based on Morth data 4.2.A.1.	1	cum	-	-
1.003	13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m	1	cum	-	-
1.004	3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	-	cum	-	-
2Guard Stone
2.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	-	sqm	-	-
2.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	-	cum	-	-
2.003	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	-	-
2.004	5.13:Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road work

1.001

3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

cum

1.002

OD23862/2025-2026:Supplying and spreading quarry waste in uniform layers with by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete etc. OD created based on Morth data 4.2.A.1.

cum

1.003

13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m

cum

1.004

3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

cum

2Guard Stone

2.001

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

sqm

2.002

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

cum

2.003

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

2.004

5.13:Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

cum