Kerala

AOC

Works

Civil Works - Others

Annual Plan-PRO NO.90/2025-26 CHILAMBISSERY - CMS ROAD RE TARRING WARD 7

Local Self Government Department

Muhamma | Alappuzha, Kerala

Amount: ₹3.0 LCloses: 7 Nov 2025Closed

Timeline

Published31 Oct 2025
Closed7 Nov 2025
Technical Evaluation23 Dec 2025
Awarded7 Jul 2026

Bids

Item Rate

2 Bids7 Jul 2026

#	Company	Amount	Rank	Status
1	PS.Ambikesan L1₹3.0 LAccepted-AOC THONIPURACKAL HOUSE MUHAMMA PO PIN 688 525 CHERTHALA ALAPPUZHA \| ALAPPUZHA \| KERALA \| 688525	₹3.0 L	L1	Accepted-AOC lowest
2	S.Ramesh L2₹3.0 L+₹2,209 (0.75%)Rejected-Finance KERALA KL \| ERNAKULAM \| KERALA \| 680667	₹3.0 L+₹2,209 (0.75%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	PS.Ambikesan L1	S.Ramesh L2
1.00Taring
1.00	OD314184/2025-2026:SCARIFYING* Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4.	295.5	sqm	7.7 ₹2,275.35 Lowest	7.85 ₹2,319.68
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	22.16	cum	3,750.64 ₹83,125.43 Lowest	3,755 ₹83,222.07
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	295.5	sqm	80.37 ₹23,749.34 Lowest	82 ₹24,231
1.00	75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	295.5	sqm	18.9 ₹5,584.95 Lowest	20 ₹5,910
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)	295.5	sqm	302.65 ₹89,433.08 Lowest	305 ₹90,127.5
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)	2.22	cum	9,185 ₹20,353.96 Lowest	9,200 ₹20,387.2
1.01	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	2.88	cum	440 ₹1,267.2 Lowest	450 ₹1,296
1.01	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	9.12	cum	6,847.77 ₹62,451.66 Lowest	6,900 ₹62,928
1.01	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)	0.4	cum	9,554.21 ₹3,821.68 Lowest	9,600 ₹3,840

Tender Value

₹3.0 L

EMD Value

₹7,404

Closing Date

7 Nov 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 NO.90/2025-26 CHILAMBISSERY - CMS ROAD RE TARRING WARD 7

Tender Information

Tender ID

2025_LSGD_817059_5

Reference Number

5/AE/LIDEW/MHMA

Tender Type

Open Tender

Product Category

Civil Works - Others

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,Aadhar,GST registration (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredBidsecurity (.pdf)

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹655

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,404

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Jul 2026

Published

31 Oct 2025

Bid Opening

10 Nov 2025

Download Starts

31 Oct 2025

Download Ends

7 Nov 2025

Submission Starts

31 Oct 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

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 • 0.26 MB

Tendernotice_6.pdf

PDF • 0.35 MB

Tendernotice_7.pdf

PDF • 0.35 MB

Tendernotice_8.pdf

PDF • 0.28 MB

Work Item Documents

CMSNIT.pdf

Tender Documents • 0.03 MB

CMSSBD.pdf

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Company

PS.Ambikesan

L1₹3.0 LAccepted-AOC

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

S.Ramesh

L2₹3.0 L+₹2,209 (0.75%)Rejected-Finance

KERALA KL | ERNAKULAM | KERALA | 680667

Sl No	Description	Qty	Unit	PS.Ambikesan L1	S.Ramesh L2
1.00Taring
1.00	OD314184/2025-2026:SCARIFYING* Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4.	295.5	sqm	7.7 ₹2,275.35 Lowest	7.85 ₹2,319.68
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	22.16	cum	3,750.64 ₹83,125.43 Lowest	3,755 ₹83,222.07
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	295.5	sqm	80.37 ₹23,749.34 Lowest	82 ₹24,231
1.00	75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	295.5	sqm	18.9 ₹5,584.95 Lowest	20 ₹5,910
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)	295.5	sqm	302.65 ₹89,433.08 Lowest	305 ₹90,127.5
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)	2.22	cum	9,185 ₹20,353.96 Lowest	9,200 ₹20,387.2
1.01	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	2.88	cum	440 ₹1,267.2 Lowest	450 ₹1,296
1.01	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	9.12	cum	6,847.77 ₹62,451.66 Lowest	6,900 ₹62,928
1.01	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)	0.4	cum	9,554.21 ₹3,821.68 Lowest	9,600 ₹3,840

Sl No

Description

Qty

Unit

PS.Ambikesan

S.Ramesh

1.00Taring

1.00

OD314184/2025-2026:SCARIFYING* Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4.

295.5

sqm

7.7

₹2,275.35

Lowest

7.85

₹2,319.68

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

22.16

cum

3,750.64

₹83,125.43

Lowest

3,755

₹83,222.07

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

295.5

sqm

80.37

₹23,749.34

Lowest

₹24,231

1.00

75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

295.5

sqm

18.9

₹5,584.95

Lowest

₹5,910

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)

295.5

sqm

302.65

₹89,433.08

Lowest

305

₹90,127.5

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)

2.22

cum

9,185

₹20,353.96

Lowest

9,200

₹20,387.2

1.01

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2.88

cum

440

₹1,267.2

Lowest

450

₹1,296

1.01

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

9.12

cum

6,847.77

₹62,451.66

Lowest

6,900

₹62,928

1.01

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)

0.4

cum

9,554.21

₹3,821.68

Lowest

9,600

₹3,840