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Civil Works - Roads

AKG NAGAR ROAD RETARRING

Local Self Government Department

Akathethara | Palakkad, Kerala

Amount: ₹4.9 LCloses: 6 Oct 2026

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,267

Closing Date

6 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Address

AE LIDEW SECTION AKATHETHARA GRAMA PANCHAYAT PALAKKAD

Work Description

AKG NAGAR ROAD RETARRING

Tender Information

Tender ID

2026_LSGD_873405_6

Reference Number

01/Etender/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Akathethara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredAffidavit (.pdf)

RequiredE payment form (.pdf)

RequiredForm of tender (.pdf)

RequiredI Pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredBOQ (.xls)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,085

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,267

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Clarification Period

26 Sept 2026 - 6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retaring
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	15.83	cum	-	-
1.002	OD113221/2026-2027: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 on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	7.91	cum	-	-
1.003	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)	8.33	cum	-	-
1.004	OD207420/2026-2027: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	55.5	sqm	-	-
1.005	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.	960.5	sqm	-	-
1.006	75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65)	960.5	sqm	-	-
1.007	OD120169/2026-2027: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 departmental broken stone and compacting with power roller to get a compact surface.	6.06	cum	-	-
1.008	OD120166/2026-2027:Supplying and providing ready made name board with all conveyance, labour and hire cherges etc. complete- Using hollow tube of size 80X40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet in the size 90X60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and fixing in ground using CC 1:2:4 etc complete	1	each	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

PDF • 0.14 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

sbd.pdf

Tender Documents • 2.29 MB

BOQ_1481744.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retaring
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	15.83	cum	-	-
1.002	OD113221/2026-2027: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 on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	7.91	cum	-	-
1.003	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)	8.33	cum	-	-
1.004	OD207420/2026-2027: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	55.5	sqm	-	-
1.005	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.	960.5	sqm	-	-
1.006	75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65)	960.5	sqm	-	-
1.007	OD120169/2026-2027: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 departmental broken stone and compacting with power roller to get a compact surface.	6.06	cum	-	-
1.008	OD120166/2026-2027:Supplying and providing ready made name board with all conveyance, labour and hire cherges etc. complete- Using hollow tube of size 80X40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet in the size 90X60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and fixing in ground using CC 1:2:4 etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Retaring

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

15.83

cum

1.002

OD113221/2026-2027: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 with rotavator at OMC, and compacting to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

7.91

cum

1.003

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)

8.33

cum

1.004

OD207420/2026-2027: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

55.5

sqm

1.005

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.

960.5

sqm

1.006

75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)

960.5

sqm

1.007

OD120169/2026-2027: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 departmental broken stone and compacting with power roller to get a compact surface.

6.06

cum

1.008

OD120166/2026-2027:Supplying and providing ready made name board with all conveyance, labour and hire cherges etc. complete- Using hollow tube of size 80X40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet in the size 90X60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and fixing in ground using CC 1:2:4 etc complete

each