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Annual Plan-Dharmadam GP _ Proj. No. 218/2026-27-Interlocking to Panchayath office Ozhayil Bhagam Road-General Civil Work

Local Self Government Department

Dharmadam | Kannur, Kerala

Amount: ₹6.1 LCloses: 21 Oct 2026Due tomorrow

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Timeline

Published13 Oct 2026
Closes21 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹6.1 L

EMD Value

₹15,285

Closing Date

21 Oct 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/o Office of the Assistant Engineer, LSGD Section Dharmadam

Work Description

Annual Plan-Dharmadam GP _ Proj. No. 218/2026-27-Interlocking to Panchayath office Ozhayil Bhagam Road-General Civil Work

Tender Information

Tender ID

2026_LSGD_878760_18

Reference Number

Tender/03/2026-27 dated 08/10/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Dharmadam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Schedule (.xls)

RequiredStandard BID Document (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredIntegrity Pact, form of tender, affidavit (.pdf)

Requiredcontractors registration, PAN, GST (.pdf)

RequiredE payment request (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,350

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,285

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

13 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD INTERLOCKING
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	124.32	cum	-	-
1.002	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	124.32	cum	-	-
1.003	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material	41.44	cum	-	-
1.004	OD232807/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(Mod 6.7.1)	352.73	sqm	-	-
1.005	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)	12.34	cum	-	-
1.006	OD232771/2026-2027:supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 0.63 mm thick (class IIII ) fitted with 20x20x160 mm size Rectangular Hollow Section 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,fitted 1 Nos. 32 mm GI pipe vertically 150 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete	1	no	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Tendernotice_2.pdf

PDF • 0.32 MB

Work Item Documents

BOQ_1493697.xls

BOQ • 0.30 MB

218ozhayilbhagamsbd.pdf

Tender Documents • 2.92 MB

218ozhayilbhagamnit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD INTERLOCKING
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	124.32	cum	-	-
1.002	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	124.32	cum	-	-
1.003	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material	41.44	cum	-	-
1.004	OD232807/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(Mod 6.7.1)	352.73	sqm	-	-
1.005	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)	12.34	cum	-	-
1.006	OD232771/2026-2027:supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 0.63 mm thick (class IIII ) fitted with 20x20x160 mm size Rectangular Hollow Section 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,fitted 1 Nos. 32 mm GI pipe vertically 150 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete	1	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD INTERLOCKING

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

124.32

cum

1.002

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

124.32

cum

1.003

4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

41.44

cum

1.004

OD232807/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(Mod 6.7.1)

352.73

sqm

1.005

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)

12.34

cum

1.006

OD232771/2026-2027:supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 0.63 mm thick (class IIII ) fitted with 20x20x160 mm size Rectangular Hollow Section 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,fitted 1 Nos. 32 mm GI pipe vertically 150 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete