Kerala

AOC

Works

Civil Works - Roads

NEELAND POOVAMVAYAL ROAD RENOVATION IN VALAYAM GP

Local Self Government Department

VALAYAM GP | Kozhikode, Kerala

Amount: ₹2.5 LCloses: 8 Sept 2025Closed

Timeline

Published1 Sept 2025
Closed8 Sept 2025
Technical Evaluation23 Sept 2025
Financial Evaluation27 Sept 2025
Awarded8 Oct 2025

Bids

Item Rate

2 Bids8 Oct 2025

#	Company	Amount	Rank	Status
1	AJAY M T L1₹2.5 LAccepted-AOC NADAPURAM GRAMA PANCHAYAT PO KALLACHI 673506 \| KOZHIKODE \| KERALA \| 673506	₹2.5 L	L1	Accepted-AOC LOWEST QUOTED
2	U.MARAKKAR L2₹2.8 L+₹25,598.52 (10.1%)Rejected-AOC	₹2.8 L+₹25,598.52 (10.1%)	L2	Rejected-AOC HIGHEST QUOTED

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	U.MARAKKAR L2	AJAY M T L1
1.00NEELAND POOVAMVAYAL ROAD
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	24	cum	73 ₹1,752	65.97 ₹1,583.28 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	12	cum	3,437 ₹41,244	3,124.47 ₹37,493.64 Lowest
1.00	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)	19.2	cum	9,432 ₹1,81,094.4	8,574.28 ₹1,64,626.18 Lowest
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	27.96	sqm	341 ₹9,534.36	309.7 ₹8,659.21 Lowest
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	133.5	sqm	18 ₹2,403	15.65 ₹2,089.28 Lowest
1.01	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	133.5	sqm	322 ₹42,987	291.87 ₹38,964.65 Lowest

Tender Value

₹2.5 L

EMD Value

₹6,335

Closing Date

8 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

VALAYAM GRAMA PANCHAYATH VALAYAM P O KALLACHI

Work Description

NEELAND POOVAMVAYAL ROAD RENOVATION IN VALAYAM GP

Tender Information

Tender ID

2025_LSGD_792847_1

Reference Number

87/AE/LIDEW/VLYM/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

VALAYAM GP

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)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,335

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2025

Published

1 Sept 2025

Bid Opening

12 Sept 2025

Download Starts

1 Sept 2025

Download Ends

8 Sept 2025

Submission Starts

1 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_1308673.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 • 0.03 MB

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Company

AJAY M T

L1₹2.5 LAccepted-AOC

NADAPURAM GRAMA PANCHAYAT PO KALLACHI 673506 | KOZHIKODE | KERALA | 673506

U.MARAKKAR

L2₹2.8 L+₹25,598.52 (10.1%)Rejected-AOC

Sl No	Description	Qty	Unit	U.MARAKKAR L2	AJAY M T L1
1.00NEELAND POOVAMVAYAL ROAD
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	24	cum	73 ₹1,752	65.97 ₹1,583.28 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	12	cum	3,437 ₹41,244	3,124.47 ₹37,493.64 Lowest
1.00	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)	19.2	cum	9,432 ₹1,81,094.4	8,574.28 ₹1,64,626.18 Lowest
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	27.96	sqm	341 ₹9,534.36	309.7 ₹8,659.21 Lowest
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	133.5	sqm	18 ₹2,403	15.65 ₹2,089.28 Lowest
1.01	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	133.5	sqm	322 ₹42,987	291.87 ₹38,964.65 Lowest

Sl No

Description

Qty

Unit

U.MARAKKAR

AJAY M T

1.00NEELAND POOVAMVAYAL ROAD

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

₹1,752

65.97

₹1,583.28

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

cum

3,437

₹41,244

3,124.47

₹37,493.64

Lowest

1.00

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)

19.2

cum

9,432

₹1,81,094.4

8,574.28

₹1,64,626.18

Lowest

1.00

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

27.96

sqm

341

₹9,534.36

309.7

₹8,659.21

Lowest

1.00

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

133.5

sqm

₹2,403

15.65

₹2,089.28

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)

133.5

sqm

322

₹42,987

291.87

₹38,964.65

Lowest