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Civil Works - Roads

Pro-34/26-27 Parayankulambu road renovation

Local Self Government Department

O/o Th Assistant Engineer LID_EW Section Puthunaga | Palakkad, Kerala

Amount: ₹3.4 LCloses: 14 Oct 2026Due today

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Timeline

Published5 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,472

Closing Date

14 Oct 2026, 6:00 pmDue today

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/o Th Assistant Engineer LID_EW Section Puthunagaram Gramapanchyath

Work Description

Pro-34/26-27 Parayankulambu road renovation

Tender Information

Tender ID

2026_LSGD_872860_9

Reference Number

ET-01/AE/LID_EW/PGDM/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

O/o Th Assistant Engineer LID_EW Section Puthunaga

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

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,472

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

5 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road maintenance
1.001	OD114469/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface	4.11	cum	9,071.17	₹37,237.15
1.002	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.	420	sqm	29.11	₹12,226.2
1.003	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)	420	sqm	363.85	₹1,52,817
1.004	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	54	sqm	16.01	₹864.54
1.005	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.	12.8	cum	66.84	₹855.55
1.006	OD204734/2026-2027: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 uniformlayers 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	7.4	cum	3,144.42	₹23,268.71
1.007	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)	11.1	cum	9,563.75	₹1,06,157.63
1.008	OD204723/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufracturer including transportation machinery ,labour etc complete. Rate and adequacy taken from item no :6.4 of Mord Specification Unit =sqm output area = 100*3.75	74	sqm	36	₹2,664
1.009	OD204448/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm 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	2,804.26	₹2,804.26

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.10 MB

Work Item Documents

BOQ_1480862.xls

BOQ • 0.31 MB

34PREAGMT.pdf

Tender Documents • 0.25 MB

34EPAY.pdf

Tender Documents • 0.23 MB

34FOT.pdf

Tender Documents • 0.24 MB

34SBD_merged.pdf

Tender Documents • 1.84 MB

34AFFIDAVIT.pdf

Tender Documents • 0.23 MB

34INTEGRITY.pdf

Tender Documents • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road maintenance
1.001	OD114469/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface	4.11	cum	9,071.17	₹37,237.15
1.002	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.	420	sqm	29.11	₹12,226.2
1.003	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)	420	sqm	363.85	₹1,52,817
1.004	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	54	sqm	16.01	₹864.54
1.005	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.	12.8	cum	66.84	₹855.55
1.006	OD204734/2026-2027: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 uniformlayers 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	7.4	cum	3,144.42	₹23,268.71
1.007	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)	11.1	cum	9,563.75	₹1,06,157.63
1.008	OD204723/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufracturer including transportation machinery ,labour etc complete. Rate and adequacy taken from item no :6.4 of Mord Specification Unit =sqm output area = 100*3.75	74	sqm	36	₹2,664
1.009	OD204448/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm 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	2,804.26	₹2,804.26

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road maintenance

1.001

OD114469/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface

4.11

cum

9,071.17

₹37,237.15

1.002

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.

420

sqm

29.11

₹12,226.2

1.003

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)

420

sqm

363.85

₹1,52,817

1.004

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

sqm

16.01

₹864.54

1.005

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.

12.8

cum

66.84

₹855.55

1.006

OD204734/2026-2027: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 uniformlayers 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

7.4

cum

3,144.42

₹23,268.71

1.007

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)

11.1

cum

9,563.75

₹1,06,157.63

1.008

OD204723/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufracturer including transportation machinery ,labour etc complete. Rate and adequacy taken from item no :6.4 of Mord Specification Unit =sqm output area = 100*3.75

sqm

₹2,664

1.009

OD204448/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm 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

2,804.26

₹2,804.26