Tender ID

Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan - Mankada GP - 2025-26 - Project No.393/26

Local Self Government Department

Mankada GP | Malappuram, Kerala

Amount: ₹2.0 LCloses: 19 May 2026Closed

Timeline

Published11 May 2026
Closed19 May 2026
Bid Opening21 May 2026

Tender Value

₹2.0 L

EMD Value

₹4,916

Closing Date

19 May 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD, LID and EW Section, Mankada GP, Malappuram 679324

Work Description

Maintenance to Pulikkalparambu Valmboor road in ward no. 10

Tender Information

Tender ID

2026_LSGD_849896_6

Reference Number

01/AE/LIDEW/MKD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Mankada GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required1. BOQ (.xls)

Required2. Copy of remittance towards Bid submission fee and bid security (.pdf)

Required3. Duly filled and signed copy of Bid submission letter as per Item no. 1 part VI of bid document (.pdf)

Required4. Duly filled and signed copy of integrity pact certificate of item no. 3 part VI of bid document (.pdf)

Required5. Duly filled and signed copy of Preliminary agreement as per item no.2 part VI of this bid documen (.pdf)

Required6. Duly filled and signed copy of requisition for E payment form as per item no.6 part VI of SBD (.pdf)

Required7. Duly filled and signed copy of affidavit as per item no.4 part VI of bid document (.pdf)

Required8. Self-attested copy of the bidders valid registration certificate (.pdf)

Required9. Duly filled and signed copy of NIT and SBD (.pdf)

Required10. Self-attested copy of the bidders GST registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,916

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 May 2026

Published

11 May 2026

Bid Opening

21 May 2026

Download Starts

11 May 2026

Download Ends

19 May 2026

Submission Starts

11 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 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road retarring
1.001	5.5.A.1a:Modified Penetration Macadam 50 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.	-	sqm	298.34	-
1.002	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	14.11	-
1.003	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	278.95	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.13 MB

Work Item Documents

BOQ_1436109.xls

BOQ • 0.30 MB

nit393.pdf

Tender Documents • 0.03 MB

sbd393.pdf

Tender Documents • 1.82 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road retarring
1.001	5.5.A.1a:Modified Penetration Macadam 50 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.	-	sqm	298.34	-
1.002	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	14.11	-
1.003	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	278.95	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road retarring

1.001

5.5.A.1a:Modified Penetration Macadam 50 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.

sqm

298.34

1.002

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

14.11

1.003

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

278.95