Kerala

AOC

Works

Civil Works - Roads

BEDADUKA GP PRO NO 65 2025 26 THORKKULAM KAMALAM GHANDHINAGAR ROAD IMPROVEMENT

Local Self Government Department

Bedadukka GP | Kasaragod, Kerala

Amount: ₹5.9 LCloses: 9 Sept 2025Closed

Timeline

Published30 Aug 2025
Closed9 Sept 2025
Technical Evaluation6 Oct 2025
Financial Evaluation7 Oct 2025
Awarded17 Oct 2025

Bids

Item Rate

2 Bids17 Oct 2025

#	Company	Amount	Rank	Status
1	KRISHNARAJ C L1₹5.4 LAccepted-AOC	₹5.4 L	L1	Accepted-AOC L1
2	SASEENDRAN M L2₹5.4 L+₹7,524.26 (1.40%)Rejected-Finance	₹5.4 L+₹7,524.26 (1.40%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	SASEENDRAN M L2	KRISHNARAJ C L1
1.00Road Retaaring
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	24.5	cum	50 ₹1,225 Lowest	58.28 ₹1,427.86
1.00	5.5.A.1a:Modified Penetration Macadam 50 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.	69.76	sqm	260 ₹18,137.6 Lowest	270.98 ₹18,903.56
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)	43.37	sqm	350 ₹15,179.5 Lowest	350.88 ₹15,217.67
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.	1,200	sqm	13.77 ₹16,524	12.43 ₹14,916 Lowest
1.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)	1,200	sqm	260 ₹3,12,000	251.9 ₹3,02,280 Lowest
1.01	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	22.5	cum	8,000 ₹1,80,000 Lowest	8,124.3 ₹1,82,796.75

Tender Value

₹5.9 L

EMD Value

₹14,827

Closing Date

9 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

AE LID AND EW BEDADUKA GP

Address

AE LID AND EW BEDADUKKA GP

Work Description

BEDADUKA GP PRO NO 65 2025 26 THORKKULAM KAMALAM GHANDHINAGAR ROAD IMPROVEMENT

Tender Information

Tender ID

2025_LSGD_792333_15

Reference Number

04 AE LID AND EW BDKA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Bedadukka 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

RequiredBOQ (.xls)

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)

RequiredPRELIMINARY AGREEMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,827

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2025

Published

30 Aug 2025

Bid Opening

11 Sept 2025

Download Starts

30 Aug 2025

Download Ends

9 Sept 2025

Submission Starts

30 Aug 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_1308440.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

KRISHNARAJ C

L1₹5.4 LAccepted-AOC

SASEENDRAN M

L2₹5.4 L+₹7,524.26 (1.40%)Rejected-Finance

Sl No	Description	Qty	Unit	SASEENDRAN M L2	KRISHNARAJ C L1
1.00Road Retaaring
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	24.5	cum	50 ₹1,225 Lowest	58.28 ₹1,427.86
1.00	5.5.A.1a:Modified Penetration Macadam 50 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.	69.76	sqm	260 ₹18,137.6 Lowest	270.98 ₹18,903.56
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)	43.37	sqm	350 ₹15,179.5 Lowest	350.88 ₹15,217.67
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.	1,200	sqm	13.77 ₹16,524	12.43 ₹14,916 Lowest
1.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)	1,200	sqm	260 ₹3,12,000	251.9 ₹3,02,280 Lowest
1.01	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	22.5	cum	8,000 ₹1,80,000 Lowest	8,124.3 ₹1,82,796.75

Sl No

Description

Qty

Unit

SASEENDRAN M

KRISHNARAJ C

1.00Road Retaaring

1.00

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

24.5

cum

₹1,225

Lowest

58.28

₹1,427.86

1.00

5.5.A.1a:Modified Penetration Macadam 50 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.

69.76

sqm

260

₹18,137.6

Lowest

270.98

₹18,903.56

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)

43.37

sqm

350

₹15,179.5

Lowest

350.88

₹15,217.67

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.

1,200

sqm

13.77

₹16,524

12.43

₹14,916

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)

1,200

sqm

260

₹3,12,000

251.9

₹3,02,280

Lowest

1.01

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

22.5

cum

8,000

₹1,80,000

Lowest

8,124.3

₹1,82,796.75