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Annual Plan-Project No 116-27 Rennovation of Navilumthodu road in Muthalamada GP Ward No 06-Rs-600000

Local Self Government Department

MUTHALAMADA | Palakkad, Kerala

Amount: ₹5.1 LCloses: 6 Oct 20263d left

Timeline

Published28 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,707

Closing Date

6 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF ASSISTANT ENGINEER LID AND EW MUTHALAMADA GP

Work Description

Annual Plan-Project No 116-27 Rennovation of Navilumthodu road in Muthalamada GP Ward No 06-Rs-600000

Tender Information

Tender ID

2026_LSGD_873339_1

Reference Number

17/AE/LID/EW/MLDA/2026/27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

MUTHALAMADA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

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)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,707

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

28 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	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	27.06	cum	-	-
1.002	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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	6.77	cum	-	-
1.003	OD200956/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site	52.89	cum	-	-
1.004	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.14	tonne	-	-
1.005	12.5.3: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> III. R.C.C grade M 20	3.08	cum	-	-
1.006	OD200971/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.	85.5	per sqm	-	-
1.007	OD200970/2026-2027: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 on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	8.55	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)	12.83	cum	-	-
1.009	OD200957/2026-2027:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1481533.xls

BOQ • 0.23 MB

Prelimagree116.pdf

Tender Documents • 0.10 MB

Integrity123.pdf

Tender Documents • 0.01 MB

Affidavit116.pdf

Tender Documents • 0.09 MB

Fot116.pdf

Tender Documents • 0.01 MB

viewsbdmerged.pdf

Tender Documents • 2.10 MB

requisitionepay.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	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	27.06	cum	-	-
1.002	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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	6.77	cum	-	-
1.003	OD200956/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site	52.89	cum	-	-
1.004	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	0.14	tonne	-	-
1.005	12.5.3: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> III. R.C.C grade M 20	3.08	cum	-	-
1.006	OD200971/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.	85.5	per sqm	-	-
1.007	OD200970/2026-2027: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 on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	8.55	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)	12.83	cum	-	-
1.009	OD200957/2026-2027:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.001

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

27.06

cum

1.002

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

6.77

cum

1.003

OD200956/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site

52.89

cum

1.004

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

0.14

tonne

1.005

12.5.3: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 III. R.C.C grade M 20

3.08

cum

1.006

OD200971/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.

85.5

per sqm

1.007

OD200970/2026-2027: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 on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

8.55

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)

12.83

cum

1.009

OD200957/2026-2027:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete

each