Tender ID

Kerala

AOC

Works

Civil Works - Roads

301/25-26 Maintenance of Kareppuram Road and Tharbiyath Vanitha centre Road in Ward 8 of Muvattupuzha Municipality

Local Self Government Department

Office of the Assistant Executive Engineer LIDEW M | Ernakulam, Kerala

Amount: ₹5.1 LCloses: 13 Oct 2025Closed

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Timeline

Published30 Sept 2025
Closed13 Oct 2025
Technical Evaluation4 Nov 2025
Financial Evaluation4 Nov 2025
Awarded8 Nov 2025

Bids

Item Rate

2 Bids8 Nov 2025

#	Company	Amount	Rank	Status
1	NAZAR P M 1₹5.1 LAccepted-AOC	₹5.1 L	1	Accepted-AOC L1
2	NOUSHAD M I Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	NAZAR P M L1	NOUSHAD M I L2
1.00Tharbiyath Vanitha Centre Road
1.00	4.1.A.3: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material	8.87	cum	3,391.01 ₹30,064.69 Lowest	3,458 ₹30,658.63
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	6.17	cum	9,554.21 ₹58,987.69 Lowest	10,031 ₹61,931.39
2.00Karayappuram Road
2.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.	172.7	sqm	418.33 ₹72,245.59 Lowest	438 ₹75,642.6
2.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.	1,089	sqm	15.79 ₹17,195.31 Lowest	16.57 ₹18,044.73
2.00	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)	1,089	sqm	302.65 ₹3,29,585.85 Lowest	317 ₹3,45,213

Tender Value

₹5.1 L

EMD Value

₹12,702

Closing Date

13 Oct 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Office of the Assistant Executive Engineer LIDEW Muvattupuzha Municipality

Work Description

301/25-26 Maintenance of Kareppuram Road and Tharbiyath Vanitha centre Road in Ward 8 of Muvattupuzha Municipality

Tender Information

Tender ID

2025_LSGD_804061_1

Reference Number

07/2025-26/AE/LSGD/MVPZA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Office of the Assistant Executive Engineer LIDEW M

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid Security Remittance (.pdf)

RequiredForm Of Tender (.pdf)

RequiredI Pact Certificate (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredE Pay Form (.pdf)

RequiredAffidavit (.pdf)

RequiredSBD With NIT (.pdf)

RequiredBidder registration certificate (.pdf)

RequiredGST Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,120

EMD Fee Amount

₹12,702

Important Dates

Last Activity

8 Nov 2025

Published

30 Sept 2025

Bid Opening

14 Oct 2025

Download Starts

30 Sept 2025

Download Ends

13 Oct 2025

Submission Starts

30 Sept 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_1337032.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

NAZAR P M

1₹5.1 LAccepted-AOC

NOUSHAD M I

Rejected-Technical

Sl No	Description	Qty	Unit	NAZAR P M L1	NOUSHAD M I L2
1.00Tharbiyath Vanitha Centre Road
1.00	4.1.A.3: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material	8.87	cum	3,391.01 ₹30,064.69 Lowest	3,458 ₹30,658.63
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	6.17	cum	9,554.21 ₹58,987.69 Lowest	10,031 ₹61,931.39
2.00Karayappuram Road
2.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.	172.7	sqm	418.33 ₹72,245.59 Lowest	438 ₹75,642.6
2.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.	1,089	sqm	15.79 ₹17,195.31 Lowest	16.57 ₹18,044.73
2.00	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)	1,089	sqm	302.65 ₹3,29,585.85 Lowest	317 ₹3,45,213

Sl No

Description

Qty

Unit

NAZAR P M

NOUSHAD M I

1.00Tharbiyath Vanitha Centre Road

1.00

4.1.A.3: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material

8.87

cum

3,391.01

₹30,064.69

Lowest

3,458

₹30,658.63

1.00

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

6.17

cum

9,554.21

₹58,987.69

Lowest

10,031

₹61,931.39

2.00Karayappuram Road

2.00

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.

172.7

sqm

418.33

₹72,245.59

Lowest

438

₹75,642.6

2.00

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.

1,089

sqm

15.79

₹17,195.31

Lowest

16.57

₹18,044.73

2.00

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)

1,089

sqm

302.65

₹3,29,585.85

Lowest

317

₹3,45,213