Kerala

AOC

Works

Civil Works - Roads

PAVARATTY GP RESTORATION WORK OF VETERINARY HOSPITAL ROAD IN WARD 04-Pro. No254.

Local Self Government Department

PAVARATTY | Thrissur, Kerala

Amount: ₹1.4 LCloses: 23 Sept 2025Closed

Timeline

Published16 Sept 2025
Closed23 Sept 2025
Awarded16 May 2026

Bids

Item Rate

2 Bids16 May 2026

#	Company	Amount	Rank	Status
1	MOHANAN L1₹1.4 LAccepted-AOC ERINJIL HOUSE PERAKAM \| KERALA	₹1.4 L	L1	Accepted-AOC lowesttender
2	VIBINDAS.E.M L2₹1.5 L+₹8,381.20 (5.84%)Rejected-Finance PAVARATTY GRAMAPANCHAYAT \| PAVARATTY \| THRISSUR \| KERALA \| 680577	₹1.5 L+₹8,381.20 (5.84%)	L2	Rejected-Finance secondlowest

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	MOHANAN L1	VIBINDAS.E.M L2
1.00Maintenances of road
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	20	sqm	15 ₹300 Lowest	20 ₹400
1.00	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	24	cum	441 ₹10,584 Lowest	450 ₹10,800
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.	12	cum	2,484 ₹29,808 Lowest	2,500 ₹30,000
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	16.5	cum	3,750 ₹61,875 Lowest	3,800 ₹62,700
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	102	sqm	80 ₹8,160 Lowest	100 ₹10,200
1.01	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.	102	sqm	18.9 ₹1,927.8 Lowest	20 ₹2,040
1.01	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)	102	sqm	302 ₹30,804 Lowest	350 ₹35,700

Tender Value

₹1.4 L

EMD Value

₹3,590

Closing Date

23 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANTENGINEER,LID AND EW SECTION PAVARATTY GP

Address

ASSISTANTENGINEER,LID AND EW SECTION PAVARATTY GP

Work Description

ANNUAL PLAN 2025-26 PAVARATTY GP RESTORATION WORK OF VETERINARY HOSPITAL ROAD IN WARD 04-Pro. No254.

Tender Information

Tender ID

2025_LSGD_797507_6

Reference Number

65/AE/LSGD/PVT/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

PAVARATTY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,590

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 May 2026

Published

16 Sept 2025

Bid Opening

25 Sept 2025

Download Starts

16 Sept 2025

Download Ends

23 Sept 2025

Submission Starts

16 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1322243.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1322243.xls

BOQ • 0.23 MB

viewsbd.pdf

Tender Documents • 1.65 MB

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Company

MOHANAN

L1₹1.4 LAccepted-AOC

ERINJIL HOUSE PERAKAM | KERALA

VIBINDAS.E.M

L2₹1.5 L+₹8,381.20 (5.84%)Rejected-Finance

PAVARATTY GRAMAPANCHAYAT | PAVARATTY | THRISSUR | KERALA | 680577

Sl No	Description	Qty	Unit	MOHANAN L1	VIBINDAS.E.M L2
1.00Maintenances of road
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	20	sqm	15 ₹300 Lowest	20 ₹400
1.00	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	24	cum	441 ₹10,584 Lowest	450 ₹10,800
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.	12	cum	2,484 ₹29,808 Lowest	2,500 ₹30,000
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	16.5	cum	3,750 ₹61,875 Lowest	3,800 ₹62,700
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	102	sqm	80 ₹8,160 Lowest	100 ₹10,200
1.01	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.	102	sqm	18.9 ₹1,927.8 Lowest	20 ₹2,040
1.01	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)	102	sqm	302 ₹30,804 Lowest	350 ₹35,700

Sl No

Description

Qty

Unit

MOHANAN

VIBINDAS.E.M

1.00Maintenances of road

1.00

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

sqm

₹300

Lowest

₹400

1.00

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

cum

441

₹10,584

Lowest

450

₹10,800

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.

cum

2,484

₹29,808

Lowest

2,500

₹30,000

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

16.5

cum

3,750

₹61,875

Lowest

3,800

₹62,700

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

102

sqm

₹8,160

Lowest

100

₹10,200

1.01

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.

102

sqm

18.9

₹1,927.8

Lowest

₹2,040

1.01

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)

102

sqm

302

₹30,804

Lowest

350

₹35,700