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Annual Plan-KELANKANDY OOROTHIL R O A D C O N C R E T E W A R D 1 6 A T UNNIKULAM GRAMAPANCHAYT.- PROJECT NO.146/26-27-General Civil Work

Local Self Government Department

Unnikulam Grama panchayat | Kozhikode, Kerala

Amount: ₹4.2 LCloses: 28 Sept 2026Due today

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹4.2 L

EMD Value

₹10,549

Closing Date

28 Sept 2026, 6:05 pmDue today

Tender Inviting Organisation

Name

Assistant Engineer LID_EW Section Unnikulam

Address

Assistant Engineer LID_EW Section Unnikulam

Work Description

Road Work

Tender Information

Tender ID

2026_LSGD_870542_1

Reference Number

AE/LIDEW/UKLM/026/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Unnikulam Grama panchayat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of Preliminary agreement in plain paper in the form of VI (2) of SBD (.pdf)

RequiredCopy of Valid Registration certificate and document related to exemption for LCCS and others if any (.pdf)

RequiredTender Documents (SBD) downloaded from etender web site (.pdf)

RequiredSigned copy of Integrity Pact in the form of VI (3)of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Affidavit in the form of (4) of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Tender form in the form of VI (1)of SBD duly filled and signed (.pdf)

RequiredScanned Copy of PAN CARD and Aadhaar Card (.pdf)

RequiredScanned Copy of GST Registration (.pdf)

RequiredDuly filled and signed copy of Requisition for e-Payment in the form of VI (6) of SBD (.pdf)

RequiredQuoted Tender Schedule (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹930

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,549

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DETAILED ESTIMATE
1.001	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	18.9	cum	-	-
1.002	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	7.2	cum	-	-
1.003	OD166266/2026-2027:DRY RUBBLE MASONRY -Dry rubble masonry with out concrete ,levelling course masonry with good quality rubble including packing to compactness to lines and levels cost and conveyance of all material ,labour charges etc.complete as per direction of departmental officers at site.	21.2	cum	-	-
1.004	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	25	cum	-	-
1.005	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	18.6	cum	-	-
1.006	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)	27.9	cum	-	-
1.007	12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	2	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

SBD_146.pdf

Tender Documents • 1.83 MB

BOQ_1475118.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DETAILED ESTIMATE
1.001	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	18.9	cum	-	-
1.002	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	7.2	cum	-	-
1.003	OD166266/2026-2027:DRY RUBBLE MASONRY -Dry rubble masonry with out concrete ,levelling course masonry with good quality rubble including packing to compactness to lines and levels cost and conveyance of all material ,labour charges etc.complete as per direction of departmental officers at site.	21.2	cum	-	-
1.004	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	25	cum	-	-
1.005	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	18.6	cum	-	-
1.006	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)	27.9	cum	-	-
1.007	12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1DETAILED ESTIMATE

1.001

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

18.9

cum

1.002

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

7.2

cum

1.003

OD166266/2026-2027:DRY RUBBLE MASONRY -Dry rubble masonry with out concrete ,levelling course masonry with good quality rubble including packing to compactness to lines and levels cost and conveyance of all material ,labour charges etc.complete as per direction of departmental officers at site.

21.2

cum

1.004

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

cum

1.005

4.1.A.1: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. (i) For Grading I Material

18.6

cum

1.006

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)

27.9

cum

1.007

12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

cum