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Civil Works - Roads

Annual Plan-MOORKKANAD GP 2025-26-THANIYANKUNNU THEKKATHUPARA THENAPPARAMBU ROAD IMPROVEMENT-General Civil Work

Local Self Government Department

MOORKKANAD GP | Malappuram, Kerala

Amount: ₹3.4 LCloses: 21 May 2026Closed

Timeline

Published14 May 2026
Closed21 May 2026
Bid Opening23 May 2026

Tender Value

₹3.4 L

EMD Value

₹8,459

Closing Date

21 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

LIDEW MOORKKANAD

Work Description

Annual Plan-MOORKKANAD GP 2025-26-THANIYANKUNNU THEKKATHUPARA THENAPPARAMBU ROAD IMPROVEMENT-General Civil Work

Tender Information

Tender ID

2026_LSGD_850516_4

Reference Number

AE/LIDEW/MRKD/ETN01 DATED 14/05/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

MOORKKANAD GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.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

₹8,459

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 May 2026

Published

14 May 2026

Bid Opening

23 May 2026

Download Starts

14 May 2026

Download Ends

21 May 2026

Submission Starts

14 May 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETARRING AND SIDE CONCRETING
1.001	OD426497/2025-2026:[OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	1	sqm	33.75	₹33.72
1.002	OD426498/2025-2026:[OD from DAR 51.2.3]- Filling with Quarry muck. Filling up low lying and water logged areas with local material/ quarry muck , spreading in layers , leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.	1	cum	944.28	₹943.34
1.003	OD426499/2025-2026: [ OD From 75.8.1 ]Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1	cum	8,446.62	₹8,438.17
1.004	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)	1	sqm	380.23	₹379.85
1.005	5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	-	sqm	13.82	-
1.006	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	-	sqm	273.18	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Tendernotice_2.pdf

PDF • 0.29 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1437278.xls

BOQ • 0.31 MB

prili.pdf

Tender Documents • 0.30 MB

sbdnit.pdf

Tender Documents • 1.03 MB

fot.pdf

Tender Documents • 0.29 MB

affdvt.pdf

Tender Documents • 0.28 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETARRING AND SIDE CONCRETING
1.001	OD426497/2025-2026:[OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	1	sqm	33.75	₹33.72
1.002	OD426498/2025-2026:[OD from DAR 51.2.3]- Filling with Quarry muck. Filling up low lying and water logged areas with local material/ quarry muck , spreading in layers , leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.	1	cum	944.28	₹943.34
1.003	OD426499/2025-2026: [ OD From 75.8.1 ]Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1	cum	8,446.62	₹8,438.17
1.004	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)	1	sqm	380.23	₹379.85
1.005	5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	-	sqm	13.82	-
1.006	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	-	sqm	273.18	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RETARRING AND SIDE CONCRETING

1.001

OD426497/2025-2026:[OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

sqm

33.75

₹33.72

1.002

OD426498/2025-2026:[OD from DAR 51.2.3]- Filling with Quarry muck. Filling up low lying and water logged areas with local material/ quarry muck , spreading in layers , leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.

cum

944.28

₹943.34

1.003

OD426499/2025-2026: [ OD From 75.8.1 ]Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

cum

8,446.62

₹8,438.17

1.004

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)

sqm

380.23

₹379.85

1.005

5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

sqm

13.82

1.006

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

sqm

273.18