Kerala

AOC

Works

Civil Works - Roads

Annual Plan290/25-26 Parayattukonam Pulluvilakam Road Retarring in ward XVII MKL GP

Local Self Government Department

Malayinkeezhu | Thiruvananthapuram, Kerala

Amount: ₹1.7 LCloses: 6 Mar 2026Closed

Timeline

Published27 Feb 2026
Closed6 Mar 2026
Awarded21 Jul 2026

Bids

Percentage

2 Bids21 Jul 2026

#	Company	Amount	Rank	Status
1	SHYJU N 1₹2.5 LAccepted-AOC	₹2.5 L	1	Accepted-AOC L1
2	R P UDAYAKUMAR 2₹2.6 L+₹7,582 (3.00%)Rejected-AOC	₹2.6 L+₹7,582 (3.00%)	2	Rejected-AOC L2

Tender Value

₹1.7 L

EMD Value

₹4,227

Closing Date

6 Mar 2026, 9:00 amClosed

Tender Inviting Organisation

Name

AE,LSGD

Address

LSGD section ,Malayinkeezhu

Work Description

Annual Plan290/25-26 Parayattukonam Pulluvilakam Road Retarring in ward XVII MKL GP

Tender Information

Tender ID

2026_LSGD_841260_2

Reference Number

7/AE/LSGD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

Malayinkeezhu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredpreliminary agreement (.pdf)

Requiredform of tender (.pdf)

Requiredaffidavit (.pdf)

Requiredformof intgrity pact (.pdf)

Requiredfeeremitted (.pdf)

Requiredepayment (.pdf)

Requiredschedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹370

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,227

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Jul 2026

Published

27 Feb 2026

Bid Opening

7 Mar 2026

Download Starts

27 Feb 2026

Download Ends

6 Mar 2026

Submission Starts

27 Feb 2026

Clarification Period

27 Feb 2026 - 6 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring
1.001	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.	-	sqm	13.94	-
1.002	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65)	-	sqm	297.45	-
1.003	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	451.31	-
1.004	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	16.36	-
1.005	OD358898/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc, complete for improving the CBR value of subgrade	-	cum	948.43	-
1.006	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)	1	cum	9,390.88	₹9,381.49

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_1418525.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 • 0.31 MB

Tendernotice_2.pdf

PDF • 0.29 MB

Tendernotice_3.pdf

PDF • 0.29 MB

Tendernotice_4.pdf

PDF • 0.42 MB

Tendernotice_5.pdf

PDF • 0.42 MB

Tendernotice_6.pdf

PDF • 0.29 MB

Work Item Documents

BOQ_1418525.xls

BOQ • 0.24 MB

viewsbd.pdf

Tender Documents • 1.76 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

SHYJU N

1₹2.5 LAccepted-AOC

R P UDAYAKUMAR

2₹2.6 L+₹7,582 (3.00%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring
1.001	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.	-	sqm	13.94	-
1.002	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65)	-	sqm	297.45	-
1.003	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	451.31	-
1.004	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	16.36	-
1.005	OD358898/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc, complete for improving the CBR value of subgrade	-	cum	948.43	-
1.006	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)	1	cum	9,390.88	₹9,381.49

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Retarring

1.001

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.

sqm

13.94

1.002

75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)

sqm

297.45

1.003

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

451.31

1.004

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

sqm

16.36

1.005

OD358898/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc, complete for improving the CBR value of subgrade

cum

948.43

1.006

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)

cum

9,390.88

₹9,381.49