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Annual Plan-Dharmadam GP Project No. 216/26-27-Concreting of Sudhakaran Veed- Punnakkadi veedu from chainage 0/00-0/090-General Civil Work

Local Self Government Department

Dharmadam | Kannur, Kerala

Amount: ₹6.4 LCloses: 21 Oct 2026Due tomorrow

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Timeline

Published13 Oct 2026
Closes21 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹6.4 L

EMD Value

₹15,881

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 Project No. 216/26-27-Concreting of Sudhakaran Veed- Punnakkadi veedu from chainage 0/00-0/090-General Civil Work

Tender Information

Tender ID

2026_LSGD_878760_16

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

₹1,405

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,881

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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD concreting
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	9.43	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.	78.3	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	26.1	cum	-	-
1.004	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)	41.85	cum	-	-
1.005	OD233307/2026-2027: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	-	-
2Drainage
2.001	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	12.35	cum	-	-
2.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	4.94	cum	-	-
2.003	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	5.03	cum	-	-

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_1493694.xls

BOQ • 0.30 MB

216sudhakaranveedusbd.pdf

Tender Documents • 2.86 MB

216sudhakaranveedunit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD concreting
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	9.43	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.	78.3	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	26.1	cum	-	-
1.004	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)	41.85	cum	-	-
1.005	OD233307/2026-2027: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	-	-
2Drainage
2.001	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	12.35	cum	-	-
2.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	4.94	cum	-	-
2.003	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	5.03	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD concreting

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

9.43

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.

78.3

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

26.1

cum

1.004

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)

41.85

cum

1.005

OD233307/2026-2027: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

2Drainage

2.001

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

12.35

cum

2.002

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

4.94

cum

2.003

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

5.03

cum