Tender ID

Kerala

AOC

Works

Civil Works - Roads

147/25-26-Maintenance of Kottilangad palli road

Local Self Government Department

Ajanur Gramapanchayath | Kasaragod, Kerala

Amount: ₹3.3 LCloses: 6 Oct 2025Closed

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Timeline

Published26 Sept 2025
Closed6 Oct 2025
Awarded3 Nov 2025

Bids

Item Rate

2 Bids3 Nov 2025

#	Company	Amount	Rank	Status
1	V V Manojan L1₹3.3 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 \| KASARAGOD \| KERALA \| 671532	₹3.3 L	L1	Accepted-AOC L1
2	V V BALAN Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	V V Manojan L1	V V BALAN L2
1.00Road Re-Tarring
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)	63.6	sqm	380 ₹24,168 Lowest	450 ₹28,620
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.	390	sqm	15 ₹5,850 Lowest	20 ₹7,800
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)	390	sqm	286 ₹1,11,540 Lowest	350 ₹1,36,500
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. <br>(ii) Using Gravel mix soil.	12	cum	2,800 ₹33,600 Lowest	3,500 ₹42,000
1.00	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)	18	cum	8,500 ₹1,53,000 Lowest	9,000 ₹1,62,000

Tender Value

₹3.3 L

EMD Value

₹8,222

Closing Date

6 Oct 2025, 11:30 amClosed

Tender Inviting Organisation

Name

Sumisha K K

Address

Office of the Assistant Engineer, LIDEW Section, Ajanur Grama Panchayat

Work Description

147/25-26-Maintenance of Kottilangad palli road

Tender Information

Tender ID

2025_LSGD_802397_20

Reference Number

05/2025-26/AE/LSGD/AJR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Ajanur Gramapanchayath

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹730

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,222

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Nov 2025

Published

26 Sept 2025

Bid Opening

7 Oct 2025

Download Starts

26 Sept 2025

Download Ends

6 Oct 2025

Submission Starts

26 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_1333970.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

V V Manojan

L1₹3.3 LAccepted-AOC

SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532

V V BALAN

Rejected-Technical

Sl No	Description	Qty	Unit	V V Manojan L1	V V BALAN L2
1.00Road Re-Tarring
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)	63.6	sqm	380 ₹24,168 Lowest	450 ₹28,620
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.	390	sqm	15 ₹5,850 Lowest	20 ₹7,800
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)	390	sqm	286 ₹1,11,540 Lowest	350 ₹1,36,500
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. <br>(ii) Using Gravel mix soil.	12	cum	2,800 ₹33,600 Lowest	3,500 ₹42,000
1.00	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)	18	cum	8,500 ₹1,53,000 Lowest	9,000 ₹1,62,000

Sl No

Description

Qty

Unit

V V Manojan

V V BALAN

1.00Road Re-Tarring

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)

63.6

sqm

380

₹24,168

Lowest

450

₹28,620

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.

390

sqm

₹5,850

Lowest

₹7,800

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)

390

sqm

286

₹1,11,540

Lowest

350

₹1,36,500

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. <br>(ii) Using Gravel mix soil.

cum

2,800

₹33,600

Lowest

3,500

₹42,000

1.00

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)

cum

8,500

₹1,53,000

Lowest

9,000

₹1,62,000