Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Tirurangadi Municipality Proj.No360/26-AKSHARA ROAD RETARRING DIVISION 10-General Civil Work

Local Self Government Department

TIROORANGADI MUNICIPALITY | Malappuram, Kerala

Amount: ₹6.4 LCloses: 11 Nov 2025Closed

Timeline

Published3 Nov 2025
Closed11 Nov 2025
Awarded4 Jun 2026

Bids

Item Rate

2 Bids4 Jun 2026

#	Company	Amount	Rank	Status
1	p moothu L1₹6.4 LAccepted-AOC PATHOOR KODINHI KODINHI \| PALAKKAD \| KERALA \| 678001	₹6.4 L	L1	Accepted-AOC L1
2	P. KOYAKUTTY Rejected-Technical ACHANAMBALAM KANNAMANGALAM PO 676304 \| MALAPPURAM \| KERALA \| 676304	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	P. KOYAKUTTY L2	p moothu L1
1.00Road Re-tarring and Re-concreting work
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)	315	sqm	382.21 ₹1,20,396.15	381.25 ₹1,20,093.75 Lowest
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.	46	sqm	295.48 ₹13,592.08	294.75 ₹13,558.5 Lowest
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.	1,410	sqm	13.73 ₹19,359.3	13.7 ₹19,317 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)	1,410	sqm	275.36 ₹3,88,257.6	274.67 ₹3,87,284.7 Lowest
1.00	OD197376/2025-2026: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)	12	cum	8,446.62 ₹1,01,359.44	8,425.5 ₹1,01,106 Lowest

Tender Value

₹6.4 L

EMD Value

₹16,074

Closing Date

11 Nov 2025, 11:00 amClosed

Tender Inviting Organisation

Name

KRISHNAN KUTTY V

Address

LIDEW LSGD Section, Tiroorangadi Municipality,Malappuram dist 676306

Work Description

Annual Plan-Tirurangadi Municipality Proj.No360/26-AKSHARA ROAD RETARRING DIVISION 10-General Civil Work

Tender Information

Tender ID

2025_LSGD_811703_21

Reference Number

03/AE/LIDEW/TGI/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

TIROORANGADI MUNICIPALITY

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

₹1,420

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,074

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Jun 2026

Published

3 Nov 2025

Bid Opening

13 Nov 2025

Download Starts

3 Nov 2025

Download Ends

11 Nov 2025

Submission Starts

3 Nov 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_1371452.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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Tendernotice_2.pdf

PDF • 0.02 MB

Tendernotice_3.pdf

PDF • 0.02 MB

Work Item Documents

BOQ_1371452.xls

BOQ • 0.30 MB

AFF.pdf

Tender Documents • 0.09 MB

FT.pdf

Tender Documents • 0.01 MB

SBD.pdf

Tender Documents • 1.04 MB

PAG.pdf

Tender Documents • 0.10 MB

Ready to Participate?

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Company

p moothu

L1₹6.4 LAccepted-AOC

PATHOOR KODINHI KODINHI | PALAKKAD | KERALA | 678001

P. KOYAKUTTY

Rejected-Technical

ACHANAMBALAM KANNAMANGALAM PO 676304 | MALAPPURAM | KERALA | 676304

Sl No	Description	Qty	Unit	P. KOYAKUTTY L2	p moothu L1
1.00Road Re-tarring and Re-concreting work
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)	315	sqm	382.21 ₹1,20,396.15	381.25 ₹1,20,093.75 Lowest
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.	46	sqm	295.48 ₹13,592.08	294.75 ₹13,558.5 Lowest
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.	1,410	sqm	13.73 ₹19,359.3	13.7 ₹19,317 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)	1,410	sqm	275.36 ₹3,88,257.6	274.67 ₹3,87,284.7 Lowest
1.00	OD197376/2025-2026: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)	12	cum	8,446.62 ₹1,01,359.44	8,425.5 ₹1,01,106 Lowest

Sl No

Description

Qty

Unit

P. KOYAKUTTY

p moothu

1.00Road Re-tarring and Re-concreting work

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)

315

sqm

382.21

₹1,20,396.15

381.25

₹1,20,093.75

Lowest

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.

sqm

295.48

₹13,592.08

294.75

₹13,558.5

Lowest

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.

1,410

sqm

13.73

₹19,359.3

13.7

₹19,317

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)

1,410

sqm

275.36

₹3,88,257.6

274.67

₹3,87,284.7

Lowest

1.00

OD197376/2025-2026: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

8,446.62

₹1,01,359.44

8,425.5

₹1,01,106

Lowest