Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Pro. 63/2025-26 ,JANASAKTHI- MATTATHIL BHAGAM ROAD TARRING WARD-6-Muhamma.G.P

Local Self Government Department

Muhamma | Alappuzha, Kerala

Amount: ₹3.4 LCloses: 22 Oct 2025Closed

Timeline

Published14 Oct 2025
Closed22 Oct 2025
Technical Evaluation28 Apr 2026
Financial Evaluation3 Jul 2026
Awarded4 Jul 2026

Bids

Item Rate

2 Bids4 Jul 2026

#	Company	Amount	Rank	Status
1	PS.Ambikesan L1₹3.4 LAccepted-AOC THONIPURACKAL HOUSE MUHAMMA PO PIN 688 525 CHERTHALA ALAPPUZHA \| ALAPPUZHA \| KERALA \| 688525	₹3.4 L	L1	Accepted-AOC lowest
2	S.Ramesh Rejected-Technical KERALA KL \| ERNAKULAM \| KERALA \| 680667	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	S.Ramesh L2	PS.Ambikesan L1
1.00ROAD TARRING
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	28.51	cum	2,500 ₹71,280	2,484.07 ₹70,825.8 Lowest
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	38.88	cum	3,800 ₹1,47,744	3,750.64 ₹1,45,824.88 Lowest
1.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	259.2	sqm	85 ₹22,032	80.37 ₹20,831.9 Lowest
1.00	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.	259.2	sqm	20 ₹5,184	18.9 ₹4,898.88 Lowest
1.00	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)	259.2	sqm	305 ₹79,056	302.65 ₹78,446.88 Lowest
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1.94	cum	9,200 ₹17,884.8	9,186.73 ₹17,859 Lowest

Tender Value

₹3.4 L

EMD Value

₹8,467

Closing Date

22 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Office of the Assistant Engineer, LIDEW Section,MuhammaGrama Panchayat

Work Description

Annual Plan-Pro. 63/2025-26 ,JANASAKTHI- MATTATHIL BHAGAM ROAD TARRING WARD-6-Muhamma.G.P

Tender Information

Tender ID

2025_LSGD_808868_11

Reference Number

4/AE/LIDEW/MHMA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Muhamma

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM,COPY OF LICENCE,COPY OF Aadhar,GST registration (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredBidsecurity (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,467

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Jul 2026

Published

14 Oct 2025

Bid Opening

24 Oct 2025

Download Starts

14 Oct 2025

Download Ends

22 Oct 2025

Submission Starts

14 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.27 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.25 MB

Tendernotice_5.pdf

PDF • 0.25 MB

Tendernotice_6.pdf

PDF • 0.35 MB

Tendernotice_7.pdf

PDF • 0.34 MB

Work Item Documents

BOQ_1349930.xls

BOQ • 0.30 MB

JANNIT.pdf

Tender Documents • 0.80 MB

JANSBD.pdf

Tender Documents • 1.85 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

PS.Ambikesan

L1₹3.4 LAccepted-AOC

THONIPURACKAL HOUSE MUHAMMA PO PIN 688 525 CHERTHALA ALAPPUZHA | ALAPPUZHA | KERALA | 688525

S.Ramesh

Rejected-Technical

KERALA KL | ERNAKULAM | KERALA | 680667

Sl No	Description	Qty	Unit	S.Ramesh L2	PS.Ambikesan L1
1.00ROAD TARRING
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	28.51	cum	2,500 ₹71,280	2,484.07 ₹70,825.8 Lowest
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	38.88	cum	3,800 ₹1,47,744	3,750.64 ₹1,45,824.88 Lowest
1.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	259.2	sqm	85 ₹22,032	80.37 ₹20,831.9 Lowest
1.00	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.	259.2	sqm	20 ₹5,184	18.9 ₹4,898.88 Lowest
1.00	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)	259.2	sqm	305 ₹79,056	302.65 ₹78,446.88 Lowest
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1.94	cum	9,200 ₹17,884.8	9,186.73 ₹17,859 Lowest

Sl No

Description

Qty

Unit

S.Ramesh

PS.Ambikesan

1.00ROAD TARRING

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

28.51

cum

2,500

₹71,280

2,484.07

₹70,825.8

Lowest

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

38.88

cum

3,800

₹1,47,744

3,750.64

₹1,45,824.88

Lowest

1.00

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

259.2

sqm

₹22,032

80.37

₹20,831.9

Lowest

1.00

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.

259.2

sqm

₹5,184

18.9

₹4,898.88

Lowest

1.00

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)

259.2

sqm

305

₹79,056

302.65

₹78,446.88

Lowest

1.01

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

1.94

cum

9,200

₹17,884.8

9,186.73

₹17,859

Lowest