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Annual Plan Kanjikuzhy BP Construction of Approach road to Thekekkara Bridge Annual Plan General Civil Work

Local Self Government Department

SN PURAM | Alappuzha, Kerala

Amount: ₹4.0 LCloses: 7 Oct 20266d left

Timeline

Published30 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹4.0 L

EMD Value

₹10,028

Closing Date

7 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

The Assistant Engineer Kanjikuzhy Block panchayat

Address

O/o Assistant Executive Engineer,LSGD Sub Division,Kanjikuzhy Block Panchayat

Work Description

Annual Plan Kanjikuzhy BP Construction of Approach road to Thekekkara Bridge Annual Plan General Civil Work

Tender Information

Tender ID

2026_LSGD_874601_3

Reference Number

LSGD/CELSGD/26938/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

SN PURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredNOTICE INVITING TENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹885

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,028

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

30 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
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	10	cum	-	-
1.002	OD170226/2026-2027:DRY RUBBLE MASONRY (MORD Observed data ) Dry Rubble with out Concrete levelling Course masonry with good quality blasted including packing to Compactness of all material Labour Charges etc. complete as per direction of departmental officers at site.	35.92	cum	-	-
1.003	OD170228/2026-2027:RANDOM RUBBLE MASONRY - Random rubble masonry (with out through stone) in cement mortar 1:6 with good quality blasted rubble including packing to compactness to lines and levels including cost and conveyance of all materials, labour charges etc complete as per sdirection of Departmental Officers at site	4.59	cum	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	0.45	cum	-	-
1.005	OD171715/2026-2027:CHERTHALA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)	40	cum	-	-
1.006	OD170239/2026-2027:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete.	9	cum	-	-
1.007	4.1.A.2: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. (ii) For Grading II Material	8	cum	-	-
1.008	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)	3.6	cum	-	-
1.009	12.5.4: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> IV. R.C.C. grade M 25	0.27	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.09 MB

Tendernotice_2.pdf

PDF • 0.42 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1485140.xls

BOQ • 0.30 MB

prelimINA.pdf

Tender Documents • 0.25 MB

affidavitI.pdf

Tender Documents • 0.23 MB

formOF.pdf

Tender Documents • 0.24 MB

viewsbd.pdf

Tender Documents • 1.72 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
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	10	cum	-	-
1.002	OD170226/2026-2027:DRY RUBBLE MASONRY (MORD Observed data ) Dry Rubble with out Concrete levelling Course masonry with good quality blasted including packing to Compactness of all material Labour Charges etc. complete as per direction of departmental officers at site.	35.92	cum	-	-
1.003	OD170228/2026-2027:RANDOM RUBBLE MASONRY - Random rubble masonry (with out through stone) in cement mortar 1:6 with good quality blasted rubble including packing to compactness to lines and levels including cost and conveyance of all materials, labour charges etc complete as per sdirection of Departmental Officers at site	4.59	cum	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	0.45	cum	-	-
1.005	OD171715/2026-2027:CHERTHALA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)	40	cum	-	-
1.006	OD170239/2026-2027:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete.	9	cum	-	-
1.007	4.1.A.2: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. (ii) For Grading II Material	8	cum	-	-
1.008	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)	3.6	cum	-	-
1.009	12.5.4: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> IV. R.C.C. grade M 25	0.27	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD

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

cum

1.002

OD170226/2026-2027:DRY RUBBLE MASONRY (MORD Observed data ) Dry Rubble with out Concrete levelling Course masonry with good quality blasted including packing to Compactness of all material Labour Charges etc. complete as per direction of departmental officers at site.

35.92

cum

1.003

OD170228/2026-2027:RANDOM RUBBLE MASONRY - Random rubble masonry (with out through stone) in cement mortar 1:6 with good quality blasted rubble including packing to compactness to lines and levels including cost and conveyance of all materials, labour charges etc complete as per sdirection of Departmental Officers at site

4.59

cum

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

0.45

cum

1.005

OD171715/2026-2027:CHERTHALA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)

cum

1.006

OD170239/2026-2027:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete.

cum

1.007

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

cum

1.008

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)

3.6

cum

1.009

12.5.4: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 IV. R.C.C. grade M 25

0.27

cum