Kerala

AOC

Works

Civil Works - Roads

ANNUAL PLAN -PAVARATTY GP-Pro.No235/26- RESTORATION OF KALLANTHODE ROAD IN WARD 03

Local Self Government Department

PAVARATTY | Thrissur, Kerala

Amount: ₹63,184Closes: 18 Oct 2025Closed

Timeline

Published10 Oct 2025
Closed18 Oct 2025
Awarded16 May 2026

Bids

Item Rate

2 Bids16 May 2026

#	Company	Amount	Rank	Status
1	MOHANAN L1₹63,026.70Accepted-AOC ERINJIL HOUSE PERAKAM \| KERALA	₹63,026.70	L1	Accepted-AOC LOWESTTENDER
2	VIBINDAS.E.M L2₹65,867.34+₹2,840.64 (4.51%)Rejected-Finance PAVARATTY GRAMAPANCHAYAT \| PAVARATTY \| THRISSUR \| KERALA \| 680577	₹65,867.34+₹2,840.64 (4.51%)	L2	Rejected-Finance SECOND

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	VIBINDAS.E.M L2	MOHANAN L1
1.00Maintenances of road
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	17.75	cum	460 ₹8,166.84 Lowest	475 ₹8,433.15
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.	8.88	cum	2,600 ₹23,080.2	2,400 ₹21,304.8 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	8.88	cum	3,900 ₹34,620.3	3,750 ₹33,288.75 Lowest

Tender Value

₹63,184

EMD Value

₹1,580

Closing Date

18 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER,LID AND EW SECTION,PAVARATTY GP

Work Description

ANNUAL PLAN -PAVARATTY GP-Pro.No235/26- RESTORATION OF KALLANTHODE ROAD IN WARD 03

Tender Information

Tender ID

2025_LSGD_808144_2

Reference Number

76/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

₹1,580

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 May 2026

Published

10 Oct 2025

Bid Opening

21 Oct 2025

Download Starts

10 Oct 2025

Download Ends

18 Oct 2025

Submission Starts

10 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

finance_1347548.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 • 0.04 MB

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

BOQ_1347548.xls

BOQ • 0.23 MB

viewsbd.pdf

Tender Documents • 1.71 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Company

MOHANAN

L1₹63,026.70Accepted-AOC

ERINJIL HOUSE PERAKAM | KERALA

VIBINDAS.E.M

L2₹65,867.34+₹2,840.64 (4.51%)Rejected-Finance

PAVARATTY GRAMAPANCHAYAT | PAVARATTY | THRISSUR | KERALA | 680577

Sl No	Description	Qty	Unit	VIBINDAS.E.M L2	MOHANAN L1
1.00Maintenances of road
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	17.75	cum	460 ₹8,166.84 Lowest	475 ₹8,433.15
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.	8.88	cum	2,600 ₹23,080.2	2,400 ₹21,304.8 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	8.88	cum	3,900 ₹34,620.3	3,750 ₹33,288.75 Lowest

Sl No

Description

Qty

Unit

VIBINDAS.E.M

MOHANAN

1.00Maintenances of road

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

17.75

cum

460

₹8,166.84

Lowest

475

₹8,433.15

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.

8.88

cum

2,600

₹23,080.2

2,400

₹21,304.8

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

8.88

cum

3,900

₹34,620.3

3,750

₹33,288.75

Lowest