Kerala

AOC

Works

Civil Works - Roads

PRATHIBHA NAGAR AMBALAM ROAD IMPROVEMENT IN KINANOOR KARINTHALAM GP-PR.NO.307/25-26

Local Self Government Department

KARINTHALAM | Kasaragod, Kerala

Amount: ₹6.7 LCloses: 15 Oct 2025Closed

Timeline

Published7 Oct 2025
Closed15 Oct 2025
Awarded21 Nov 2025

Bids

Item Rate

2 Bids21 Nov 2025

#	Company	Amount	Rank	Status
1	M K JOSE L1₹6.2 LAccepted-AOC	₹6.2 L	L1	Accepted-AOC L1
2	SHAIBY SEBASTIAN L2₹6.3 L+₹8,413.29 (1.36%)Rejected-Finance	₹6.3 L+₹8,413.29 (1.36%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	SHAIBY SEBASTIAN L2	M K JOSE L1
1.00ROAD IMPROVEMENT
1.00	5.2.1a:Tack Coat<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.	900	sqm	12.87 ₹11,583	12.7 ₹11,430 Lowest
1.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	80.88	sqm	363.31 ₹29,384.51	358.44 ₹28,990.63 Lowest
1.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	900	sqm	260.82 ₹2,34,738	257.33 ₹2,31,597 Lowest
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	43.5	cum	14.16 ₹615.96	13.98 ₹608.13 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)	43.5	cum	8,080.57 ₹3,51,504.8	7,972.12 ₹3,46,787.22 Lowest

Tender Value

₹6.7 L

EMD Value

₹16,787

Closing Date

15 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LSGD KINANOOR KARINTHALAM GP

Work Description

PRATHIBHA NAGAR AMBALAM ROAD IMPROVEMENT IN KINANOOR KARINTHALAM GP-PR.NO.307/25-26

Tender Information

Tender ID

2025_LSGD_801721_1

Reference Number

AE/LSGD/KKGP/2/TN/25-26/PRO. NO.307

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KARINTHALAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSBD (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredCOPY OF CONTRACTOR REGISTRATION CERTIFICATE, GST REGISTRATION, COPY OF PAN CARD AND ADHAR CARD (.pdf)

RequiredE PAYMENT REQUISITION FORM (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,485

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,787

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Nov 2025

Published

7 Oct 2025

Bid Opening

18 Oct 2025

Download Starts

7 Oct 2025

Download Ends

15 Oct 2025

Submission Starts

7 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

M K JOSE

L1₹6.2 LAccepted-AOC

SHAIBY SEBASTIAN

L2₹6.3 L+₹8,413.29 (1.36%)Rejected-Finance

Sl No	Description	Qty	Unit	SHAIBY SEBASTIAN L2	M K JOSE L1
1.00ROAD IMPROVEMENT
1.00	5.2.1a:Tack Coat<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.	900	sqm	12.87 ₹11,583	12.7 ₹11,430 Lowest
1.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	80.88	sqm	363.31 ₹29,384.51	358.44 ₹28,990.63 Lowest
1.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	900	sqm	260.82 ₹2,34,738	257.33 ₹2,31,597 Lowest
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	43.5	cum	14.16 ₹615.96	13.98 ₹608.13 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)	43.5	cum	8,080.57 ₹3,51,504.8	7,972.12 ₹3,46,787.22 Lowest

Sl No

Description

Qty

Unit

SHAIBY SEBASTIAN

M K JOSE

1.00ROAD IMPROVEMENT

1.00

5.2.1a:Tack Coat 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.

900

sqm

12.87

₹11,583

12.7

₹11,430

Lowest

1.00

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

80.88

sqm

363.31

₹29,384.51

358.44

₹28,990.63

Lowest

1.00

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

900

sqm

260.82

₹2,34,738

257.33

₹2,31,597

Lowest

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

43.5

cum

14.16

₹615.96

13.98

₹608.13

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)

43.5

cum

8,080.57

₹3,51,504.8

7,972.12

₹3,46,787.22

Lowest