Kerala

AOC

Works

Civil Works - Roads

ANNAUL PLAN-2025-26 PAVARATTY GP RESTORATION OF HASSAN MUSLIYAR ROAD IN WARD 13 Pro.No.268

Local Self Government Department

PAVARATTY | Thrissur, Kerala

Amount: ₹2.7 LCloses: 20 Sept 2025Closed

Timeline

Published12 Sept 2025
Closed20 Sept 2025
Technical Evaluation23 Apr 2026
Awarded15 May 2026

Bids

Item Rate

2 Bids15 May 2026

#	Company	Amount	Rank	Status
1	Anilkumar L1₹2.7 LAccepted-AOC LEELA NIVAS GURUVAYUR \| GURUVAYUR \| KERALA	₹2.7 L	L1	Accepted-AOC LOWESTTENDER
2	P.SUNILKUMAR L2₹2.7 L+₹3,085.87 (1.16%)Rejected-Finance	₹2.7 L+₹3,085.87 (1.16%)	L2	Rejected-Finance SECONDLOWEST

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	Anilkumar L1	P.SUNILKUMAR L2
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	75	cum	441.5 ₹33,112.5 Lowest	450 ₹33,750
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.	37.5	cum	2,484.07 ₹93,152.63 Lowest	2,500 ₹93,750
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	37.5	cum	3,750.64 ₹1,40,649 Lowest	3,800 ₹1,42,500

Tender Value

₹2.7 L

EMD Value

₹6,673

Closing Date

20 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

ANNAUL PLAN-2025-26 PAVARATTY GP RESTORATION OF HASSAN MUSLIYAR ROAD IN WARD 13 Pro.No.268

Tender Information

Tender ID

2025_LSGD_789557_14

Reference Number

33/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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹590

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,673

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 May 2026

Published

12 Sept 2025

Bid Opening

22 Sept 2025

Download Starts

12 Sept 2025

Download Ends

20 Sept 2025

Submission Starts

12 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_1319016.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

viewsbd.pdf

Tender Documents • 1.67 MB

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1319016.xls

BOQ • 0.22 MB

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Company

Anilkumar

L1₹2.7 LAccepted-AOC

LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA

P.SUNILKUMAR

L2₹2.7 L+₹3,085.87 (1.16%)Rejected-Finance

Sl No	Description	Qty	Unit	Anilkumar L1	P.SUNILKUMAR L2
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	75	cum	441.5 ₹33,112.5 Lowest	450 ₹33,750
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.	37.5	cum	2,484.07 ₹93,152.63 Lowest	2,500 ₹93,750
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	37.5	cum	3,750.64 ₹1,40,649 Lowest	3,800 ₹1,42,500

Sl No

Description

Qty

Unit

Anilkumar

P.SUNILKUMAR

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

cum

441.5

₹33,112.5

Lowest

450

₹33,750

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.

37.5

cum

2,484.07

₹93,152.63

Lowest

2,500

₹93,750

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

37.5

cum

3,750.64

₹1,40,649

Lowest

3,800

₹1,42,500