Kerala

AOC

Works

Civil Works - Roads

Vaaleri Nagar SC Comprehensive Development - Phase- II in Desamangalam GP-WBP -ANNUAL PLAN -2025-26 PR NO. 52/26- vaaleri Nagar - Comprehensive development

Local Self Government Department

wadakkanchery Block apnchayth | Thrissur, Kerala

Amount: ₹4.2 LCloses: 16 Sept 2025Closed

Timeline

Published8 Sept 2025
Closed16 Sept 2025
Awarded24 May 2026

Bids

Item Rate

2 Bids24 May 2026

#	Company	Amount	Rank	Status
1	T A VEERAN 1₹4.2 LAccepted-AOC	₹4.2 L	1	Accepted-AOC 1
2	MUHAMMED ANSHID T V 2₹4.3 L+₹8,558.41 (2.02%)Rejected-AOC	₹4.3 L+₹8,558.41 (2.02%)	2	Rejected-AOC 2

BoQ Comparative

Line Items (13)

Sl No	Description	Qty	Unit	T A VEERAN L1	MUHAMMED ANSHID T V L2
1.00Sub road-2 - Re-concreting of road
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	4.72	cum	66.8 ₹315.63 Lowest	68.18 ₹322.15
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. (ii) Using Gravel mix soil.	4.15	cum	2,484 ₹10,308.6 Lowest	2,533.75 ₹10,515.06
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	4.84	cum	9,554.21 ₹46,290.15 Lowest	9,745.29 ₹47,215.93
2.00Taaring of Sub road -1
2.00	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.	105	sqm	16 ₹1,680 Lowest	16.33 ₹1,714.65
2.00	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	2,484 ₹11,178 Lowest	2,533.75 ₹11,401.88
2.00	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	17.25	cum	3,750.64 ₹64,698.54 Lowest	3,825.65 ₹65,992.46
2.00	75.5.1.2pb:Prime Coat - Medium porosity - With Packed Bitumen Rates 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.	150	sqm	99.5 ₹14,925 Lowest	102 ₹15,300
2.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	150	sqm	18.9 ₹2,835 Lowest	19.28 ₹2,892

Tender Value

₹4.2 L

EMD Value

₹10,590

Closing Date

16 Sept 2025, 1:00 pmClosed

Tender Inviting Organisation

Name

assistant Engineer lsgd Wadakkanchery Block

Address

assistant Engineer lsgd Wadakkanchery Block

Work Description

Vaaleri Nagar SC Comprehensive Development - Phase- II in Desamangalam GP-WBP -ANNUAL PLAN -2025-26 PR NO. 52/26- vaaleri Nagar - Comprehensive development

Tender Information

Tender ID

2025_LSGD_794655_1

Reference Number

AE/LSGD/TN/04/25-26/vaaleri

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

210 days

Location

wadakkanchery Block apnchayth

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Requiredpreliminary agmt (.pdf)

Requiredcontractors license (.pdf)

Requiredfot (.pdf)

Requiredgst (.pdf)

Requiredfee remiitece (.pdf)

Requiredepayment form (.pdf)

Requiredsbdnit (.pdf)

Requiredintegrity pact (.pdf)

Requiredaffidavit (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,590

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 May 2026

Published

8 Sept 2025

Bid Opening

16 Sept 2025

Download Starts

8 Sept 2025

Download Ends

16 Sept 2025

Submission Starts

8 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_1313379.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

T A VEERAN

1₹4.2 LAccepted-AOC

MUHAMMED ANSHID T V

2₹4.3 L+₹8,558.41 (2.02%)Rejected-AOC

Sl No	Description	Qty	Unit	T A VEERAN L1	MUHAMMED ANSHID T V L2
1.00Sub road-2 - Re-concreting of road
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	4.72	cum	66.8 ₹315.63 Lowest	68.18 ₹322.15
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. (ii) Using Gravel mix soil.	4.15	cum	2,484 ₹10,308.6 Lowest	2,533.75 ₹10,515.06
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	4.84	cum	9,554.21 ₹46,290.15 Lowest	9,745.29 ₹47,215.93
2.00Taaring of Sub road -1
2.00	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.	105	sqm	16 ₹1,680 Lowest	16.33 ₹1,714.65
2.00	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	2,484 ₹11,178 Lowest	2,533.75 ₹11,401.88
2.00	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	17.25	cum	3,750.64 ₹64,698.54 Lowest	3,825.65 ₹65,992.46
2.00	75.5.1.2pb:Prime Coat - Medium porosity - With Packed Bitumen Rates 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.	150	sqm	99.5 ₹14,925 Lowest	102 ₹15,300
2.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	150	sqm	18.9 ₹2,835 Lowest	19.28 ₹2,892

Sl No

Description

Qty

Unit

T A VEERAN

MUHAMMED ANSHID T V

1.00Sub road-2 - Re-concreting of road

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

4.72

cum

66.8

₹315.63

Lowest

68.18

₹322.15

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. (ii) Using Gravel mix soil.

4.15

cum

2,484

₹10,308.6

Lowest

2,533.75

₹10,515.06

1.00

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

4.84

cum

9,554.21

₹46,290.15

Lowest

9,745.29

₹47,215.93

2.00Taaring of Sub road -1

2.00

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.

105

sqm

₹1,680

Lowest

16.33

₹1,714.65

2.00

4.5

cum

2,484

₹11,178

Lowest

2,533.75

₹11,401.88

2.00

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

17.25

cum

3,750.64

₹64,698.54

Lowest

3,825.65

₹65,992.46

2.00

75.5.1.2pb:Prime Coat - Medium porosity - With Packed Bitumen Rates 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

150

sqm

99.5

₹14,925

Lowest

102

₹15,300

2.00

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.

150

sqm

18.9

₹2,835

Lowest

19.28

₹2,892