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Civil Works - Roads

PR No. 19/27 MUNDAKKODE ROAD RENOVATION MARUTHARODE GP

Local Self Government Department

MARUTHARODE GP | Palakkad, Kerala

Amount: ₹5.9 LCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,826

Closing Date

29 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant engineer

Address

O/o Assistant engineer,Marutharode Grama Panchayath

Work Description

MUNDAKKODE ROAD RENOVATION IN MARUTHARODE GRAMAPANCHAYATH

Tender Information

Tender ID

2026_LSGD_871298_4

Reference Number

ET2/AE/LSGD/MGP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MARUTHARODE GP

Source Website

Subscribe to view

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 INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.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

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,826

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reconcreting
1.001	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)	47.68	cum	-	-
1.002	OD198970/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation,machinery and labour etc complete Rate and adequacy taken from item 6.4 of Mord specification unit=sqm output area=100x3.75 Material	476.8	sqm	-	-
2Retarring
2.001	OD193881/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	2.13	cum	-	-
2.002	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	256	sqm	-	-
2.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	256	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.19 MB

Tendernotice_2.pdf

PDF • 0.36 MB

Tendernotice_3.pdf

PDF • 0.31 MB

Tendernotice_4.pdf

PDF • 0.19 MB

Tendernotice_5.pdf

PDF • 0.28 MB

Tendernotice_6.pdf

PDF • 0.03 MB

Work Item Documents

19SBD.pdf

Tender Documents • 1.95 MB

19NIT.pdf

Tender Documents • 0.03 MB

BOQ_1476787.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reconcreting
1.001	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)	47.68	cum	-	-
1.002	OD198970/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation,machinery and labour etc complete Rate and adequacy taken from item 6.4 of Mord specification unit=sqm output area=100x3.75 Material	476.8	sqm	-	-
2Retarring
2.001	OD193881/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	2.13	cum	-	-
2.002	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	256	sqm	-	-
2.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	256	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reconcreting

1.001

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)

47.68

cum

1.002

OD198970/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation,machinery and labour etc complete Rate and adequacy taken from item 6.4 of Mord specification unit=sqm output area=100x3.75 Material

476.8

sqm

2Retarring

2.001

OD193881/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.

2.13

cum

2.002

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

256

sqm

2.003

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

256

sqm