Kerala

AOC

Works

Civil Works - Roads

Retender-Pariyaram NH Vettakkorumakan Kshethram Road Retaring

Local Self Government Department

Pariyaram | Kannur, Kerala

Amount: ₹3.4 LCloses: 10 Oct 2025Closed

Timeline

Published2 Oct 2025
Closed10 Oct 2025
Awarded21 Nov 2025

Bids

Item Rate

1 Bid21 Nov 2025

#	Company	Amount	Rank	Status
1	HAMSAKUTTY M L1₹3.4 LAccepted-AOC	₹3.4 L	L1	Accepted-AOC Agreement executed

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	HAMSAKUTTY M L1
1.00Retarring
1.00	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	15.75	cum	423.14 ₹6,664.46 Lowest
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.	4.5	cum	2,314 ₹10,413 Lowest
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)	6.75	cum	8,903.84 ₹60,100.92 Lowest
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	77	sqm	398.29 ₹30,670.32 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.	750	sqm	15.61 ₹11,707.5 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)	750	sqm	291.14 ₹2,18,355 Lowest

Tender Value

₹3.4 L

EMD Value

₹8,469

Closing Date

10 Oct 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Akhilesh K S

Address

Assistant Engineer LID AND EW Section Pariyaram Grama Panchyath

Work Description

Project No. 154/2025-26-Pariyaram NH Vettakkorumakan Kshethram Road Retaring in Pariyaram GP ch from 0/010 to 0/260 km

Tender Information

Tender ID

2025_LSGD_804371_8

Reference Number

AE/PGP/ETEN/02/25-26 dtd 29.09.2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Pariyaram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBD AND NIT DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredFEE REMITTANCE (.pdf)

RequiredSCANNED COPY OF CONTRACTOR REGISTRATION CERTIFICATE (.pdf)

RequiredSCANNED COPY OF GST CERTIFICATE AND PAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,469

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Nov 2025

Published

2 Oct 2025

Bid Opening

13 Oct 2025

Download Starts

2 Oct 2025

Download Ends

10 Oct 2025

Submission Starts

2 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1338400.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

Ready to Participate?

Download all tender documents and submit your bid

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Company

HAMSAKUTTY M

L1₹3.4 LAccepted-AOC

Sl No	Description	Qty	Unit	HAMSAKUTTY M L1
1.00Retarring
1.00	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	15.75	cum	423.14 ₹6,664.46 Lowest
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.	4.5	cum	2,314 ₹10,413 Lowest
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)	6.75	cum	8,903.84 ₹60,100.92 Lowest
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	77	sqm	398.29 ₹30,670.32 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.	750	sqm	15.61 ₹11,707.5 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)	750	sqm	291.14 ₹2,18,355 Lowest

Sl No

Description

Qty

Unit

HAMSAKUTTY M

1.00Retarring

1.00

2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses

15.75

cum

423.14

₹6,664.46

Lowest

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.

4.5

cum

2,314

₹10,413

Lowest

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)

6.75

cum

8,903.84

₹60,100.92

Lowest

1.00

75.5.5.B.2pb:Modified Penetration Macadam 75 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.

sqm

398.29

₹30,670.32

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.

750

sqm

15.61

₹11,707.5

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)

750

sqm

291.14

₹2,18,355

Lowest