Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Project 304/26 Thumbottukonam road retarring - Completion in ward XIII MKL GP

Local Self Government Department

Malayinkeezhu | Thiruvananthapuram, Kerala

Amount: ₹81,947Closes: 14 Mar 2026Closed

Timeline

Published7 Mar 2026
Closed14 Mar 2026
Awarded21 Jul 2026

Bids

Percentage

2 Bids21 Jul 2026

#	Company	Amount	Rank	Status
1	GOPAKUMAR K 1₹81,947Accepted-AOC CORPORATION OF THIRUVANANTHAPURAM \| THIRUVANANTHAPURAM \| KERALA \| 695001	₹81,947	1	Accepted-AOC L1
2	AJAYA KUMAR K 2₹84,405+₹2,458 (3.00%)Rejected-AOC	₹84,405+₹2,458 (3.00%)	2	Rejected-AOC L2

Tender Value

₹81,947

EMD Value

₹2,049

Closing Date

14 Mar 2026, 9:30 amClosed

Tender Inviting Organisation

Name

AE,LSGD

Address

LSGD section ,Malayinkeezhu

Work Description

Annual Plan-Project 304/26 Thumbottukonam road retarring - Completion in ward XIII MKL GP

Tender Information

Tender ID

2026_LSGD_844861_1

Reference Number

8/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

Requiredform of tender (.pdf)

Requiredpreliminary agreement (.pdf)

Requiredform of integrity pact (.pdf)

Requiredaffidavit (.pdf)

Requiredfee remitted details (.pdf)

Requiredepay (.pdf)

Requiredschedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,049

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Jul 2026

Published

7 Mar 2026

Bid Opening

16 Mar 2026

Download Starts

7 Mar 2026

Download Ends

14 Mar 2026

Submission Starts

7 Mar 2026

Clarification Period

7 Mar 2026 - 14 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 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1re
1.001	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	-
1.002	OD453497/2025-2026: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	-
1.003	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	-	cum	3,832.66	-
1.004	5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	-	sqm	76.91	-
1.005	5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	-	sqm	16.75	-
1.006	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	14.03	-
1.007	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	295.27	-

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_1426568.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.05 MB

Tendernotice_3.pdf

PDF • 0.30 MB

Tendernotice_4.pdf

PDF • 0.42 MB

Tendernotice_5.pdf

PDF • 0.31 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1426568.xls

BOQ • 0.24 MB

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Company

GOPAKUMAR K

1₹81,947Accepted-AOC

CORPORATION OF THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001

AJAYA KUMAR K

2₹84,405+₹2,458 (3.00%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1re
1.001	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	-
1.002	OD453497/2025-2026: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	-
1.003	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	-	cum	3,832.66	-
1.004	5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	-	sqm	76.91	-
1.005	5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	-	sqm	16.75	-
1.006	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	14.03	-
1.007	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	295.27	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1re

1.001

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

1.002

OD453497/2025-2026: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

1.003

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

cum

3,832.66

1.004

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

sqm

76.91

1.005

5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

sqm

16.75

1.006

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

14.03

1.007

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

295.27