Kerala

AOC

Works

Civil Works - Roads

Annual-Plan-Pavaratty GP-Restoration work of Subhash road in ward -6-Pro.No.255

Local Self Government Department

PAVARATTY | Thrissur, Kerala

Amount: ₹3.3 LCloses: 16 Oct 2025Closed

Timeline

Published9 Oct 2025
Closed16 Oct 2025
Awarded2 Sept 2026

Bids

Item Rate

2 Bids2 Sept 2026

#	Company	Amount	Rank	Status
1	Anilkumar L1₹3.3 LAccepted-AOC LEELA NIVAS GURUVAYUR \| GURUVAYUR \| KERALA	₹3.3 L	L1	Accepted-AOC LOWESTTENDER
2	P Nandakumar L2₹3.4 L+₹7,437 (2.24%)Rejected-Finance SREEVALSAM MAMMIYOOR GURUVAYUR \| GURUVAYUR \| KERALA	₹3.4 L+₹7,437 (2.24%)	L2	Rejected-Finance SECOND

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	P Nandakumar L2	Anilkumar 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	66.6	cum	450 ₹29,970	445 ₹29,637 Lowest
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.	33.3	cum	2,500 ₹83,250	2,450 ₹81,585 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	33.3	cum	3,800 ₹1,26,540	3,750 ₹1,24,875 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	222	sqm	95 ₹21,090	90 ₹19,980 Lowest
1.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.	222	sqm	22 ₹4,884	20 ₹4,440 Lowest
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)	222	sqm	330 ₹73,260	320 ₹71,040 Lowest

Tender Value

₹3.3 L

EMD Value

₹8,156

Closing Date

16 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-Restoration work of Subhash road in ward -6-Pro.No.255

Tender Information

Tender ID

2025_LSGD_797507_13

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

₹720

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,156

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Sept 2026

Published

9 Oct 2025

Bid Opening

18 Oct 2025

Download Starts

9 Oct 2025

Download Ends

16 Oct 2025

Submission Starts

9 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_1344030.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

Anilkumar

L1₹3.3 LAccepted-AOC

LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA

P Nandakumar

L2₹3.4 L+₹7,437 (2.24%)Rejected-Finance

SREEVALSAM MAMMIYOOR GURUVAYUR | GURUVAYUR | KERALA

Sl No	Description	Qty	Unit	P Nandakumar L2	Anilkumar 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	66.6	cum	450 ₹29,970	445 ₹29,637 Lowest
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.	33.3	cum	2,500 ₹83,250	2,450 ₹81,585 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	33.3	cum	3,800 ₹1,26,540	3,750 ₹1,24,875 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	222	sqm	95 ₹21,090	90 ₹19,980 Lowest
1.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.	222	sqm	22 ₹4,884	20 ₹4,440 Lowest
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)	222	sqm	330 ₹73,260	320 ₹71,040 Lowest

Sl No

Description

Qty

Unit

P Nandakumar

Anilkumar

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

66.6

cum

450

₹29,970

445

₹29,637

Lowest

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.

33.3

cum

2,500

₹83,250

2,450

₹81,585

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

33.3

cum

3,800

₹1,26,540

3,750

₹1,24,875

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

222

sqm

₹21,090

₹19,980

Lowest

1.00

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.

222

sqm

₹4,884

₹4,440

Lowest

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)

222

sqm

330

₹73,260

320

₹71,040

Lowest