Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Manjeri Municipality 2024-25 , Project No- 1544- ALIKKAL MARIYAD CHOLAKKALROAD RETARRING SIDE CONCRETE-General Civil Work

Local Self Government Department

MANJERI | Malappuram, Kerala

Amount: ₹1.7 LCloses: 10 Apr 2025Closed

Timeline

Published31 Mar 2025
Closed10 Apr 2025
Technical Evaluation9 Jul 2026
Financial Evaluation9 Jul 2026
Awarded14 Jul 2026

Bids

Item Rate

2 Bids14 Jul 2026

#	Company	Amount	Rank	Status
1	MOHAMMED ASHRAF N L1₹1.9 LAccepted-AOC	₹1.9 L	L1	Accepted-AOC L1
2	MUHAMMED ANSAR N L2₹1.9 L+₹2,562.20 (1.38%)Rejected-Finance	₹1.9 L+₹2,562.20 (1.38%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	MUHAMMED ANSAR N L2	MOHAMMED ASHRAF N L1
1.00SIDE CONCREATING AND RE TARRING
1.00	OD537584/2024-2025:[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	149	per sqm	34 ₹5,066	32 ₹4,768 Lowest
1.00	OD537610/2024-2025:1.002-Specification code: OD271890/2024-2025 Filling with Quarry Muck -Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top	14.9	cum	1,040 ₹15,496	1,030 ₹15,347 Lowest
1.00	OD537659/2024-2025:1.003-Specification code: OD271889/2024-2025 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber	14.9	cum	8,900 ₹1,32,610	8,830 ₹1,31,567 Lowest
1.00	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	17.4	sqm	305 ₹5,307	302 ₹5,254.8 Lowest
1.00	5.2.1a:Tack Coat<br> 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.	102	sqm	14 ₹1,428 Lowest	14 ₹1,428 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)	102	sqm	280 ₹28,560	270 ₹27,540 Lowest

Tender Value

₹1.7 L

EMD Value

₹4,235

Closing Date

10 Apr 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER OFFICE MANJERI MUNICIPALITY

Work Description

Annual Plan-Manjeri Municipality 2024-25 , Project No- 1544- ALIKKAL MARIYAD CHOLAKKALROAD RETARRING SIDE CONCRETE-General Civil Work

Tender Information

Tender ID

2025_LSGD_757293_9

Reference Number

2716147/24/9/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

MANJERI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

Requiredpreliminary agreement (.pdf)

RequiredSBD with NIT (.pdf)

Requiredform of tender (.pdf)

RequiredAffidavit (.pdf)

RequiredIntegrity pact (.pdf)

RequiredBid security remittance (.pdf)

RequiredE payment form (.pdf)

RequiredBidder valid registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,235

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Jul 2026

Published

31 Mar 2025

Bid Opening

11 Apr 2025

Download Starts

31 Mar 2025

Download Ends

10 Apr 2025

Submission Starts

31 Mar 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1230328.pdf

PDF

boq_comp_chart.xlsx

xlsx

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

Ready to Participate?

Download all tender documents and submit your bid

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Company

MOHAMMED ASHRAF N

L1₹1.9 LAccepted-AOC

MUHAMMED ANSAR N

L2₹1.9 L+₹2,562.20 (1.38%)Rejected-Finance

Sl No	Description	Qty	Unit	MUHAMMED ANSAR N L2	MOHAMMED ASHRAF N L1
1.00SIDE CONCREATING AND RE TARRING
1.00	OD537584/2024-2025:[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	149	per sqm	34 ₹5,066	32 ₹4,768 Lowest
1.00	OD537610/2024-2025:1.002-Specification code: OD271890/2024-2025 Filling with Quarry Muck -Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top	14.9	cum	1,040 ₹15,496	1,030 ₹15,347 Lowest
1.00	OD537659/2024-2025:1.003-Specification code: OD271889/2024-2025 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber	14.9	cum	8,900 ₹1,32,610	8,830 ₹1,31,567 Lowest
1.00	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	17.4	sqm	305 ₹5,307	302 ₹5,254.8 Lowest
1.00	5.2.1a:Tack Coat<br> 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.	102	sqm	14 ₹1,428 Lowest	14 ₹1,428 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)	102	sqm	280 ₹28,560	270 ₹27,540 Lowest

Sl No

Description

Qty

Unit

MUHAMMED ANSAR N

MOHAMMED ASHRAF N

1.00SIDE CONCREATING AND RE TARRING

1.00

OD537584/2024-2025:[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

149

per sqm

₹5,066

₹4,768

Lowest

1.00

OD537610/2024-2025:1.002-Specification code: OD271890/2024-2025 Filling with Quarry Muck -Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top

14.9

cum

1,040

₹15,496

1,030

₹15,347

Lowest

1.00

OD537659/2024-2025:1.003-Specification code: OD271889/2024-2025 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber

14.9

cum

8,900

₹1,32,610

8,830

₹1,31,567

Lowest

1.00

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.

17.4

sqm

305

₹5,307

302

₹5,254.8

Lowest

1.00

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.

102

sqm

₹1,428

Lowest

₹1,428

Lowest

1.01

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)

102

sqm

280

₹28,560

270

₹27,540

Lowest