Kerala

AOC

Works

Civil Works - Roads

741/24-25 Sreenagar road maintenance in Nettayam ward.-Sreenagar road maintenance in Nettayam ward

Local Self Government Department

Thiruvananthapuram Corporation | Thiruvananthapuram, Kerala

Amount: ₹16.9 LCloses: 7 Feb 2025Closed

Timeline

Published31 Jan 2025
Closed7 Feb 2025
Technical Evaluation7 Oct 2025
Financial Evaluation7 Oct 2025
Awarded22 Oct 2025

Bids

Item Rate

2 Bids22 Oct 2025

#	Company	Amount	Rank	Status
1	Krishnakumar.S.R L1₹14.5 LAccepted-AOC	₹14.5 L	L1	Accepted-AOC L1
2	SUBASH S L2₹16.5 L+₹2.0 L (13.6%)Rejected-AOC	₹16.5 L+₹2.0 L (13.6%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	Krishnakumar.S.R L1	SUBASH S L2
1.00road
1.00	OD376895/2024-2025:Observed data modified6.7.1 Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm including providing a layer of 6mm aggregate for 5 cm thickness as per drawings and Technical Specification Clause	671.75	sqm	1,020 ₹6,85,185	976.11 ₹6,55,701.89 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. (ii) Using Gravel mix soil.	36	cum	2,288.5 ₹82,386	2,178.61 ₹78,429.96 Lowest
1.00	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)	51	cum	2,775.5 ₹1,41,550.5 Lowest	7,746.3 ₹3,95,061.3
1.00	OD376910/2024-2025: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification, without form work (i) Nominal mix (1:2:4)a)Materials	30	cum	8,067 ₹2,42,010	7,755.15 ₹2,32,654.5 Lowest
1.00	75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)	875	sqm	85 ₹74,375	81.01 ₹70,883.75 Lowest
1.01	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.	875	sqm	15 ₹13,125	14.04 ₹12,285 Lowest
1.01	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.	93	sqm	376 ₹34,968	357.73 ₹33,268.89 Lowest
1.01	75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)	875	sqm	200.5 ₹1,75,437.5	191.12 ₹1,67,230 Lowest

Tender Value

₹16.9 L

EMD Value

₹42,367

Closing Date

7 Feb 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Thiruvananthapuram Corporation

Work Description

741/24-25 Sreenagar road maintenance in Nettayam ward.-Sreenagar road maintenance in Nettayam ward

Tender Information

Tender ID

2025_LSGD_732404_1

Reference Number

AEE/KZTM/DB/T27/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Thiruvananthapuram Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredScanned copy of E payment form (.pdf)

RequiredScanned copy of Affidavit (.pdf)

RequiredScanned copy of Form of Tender (.pdf)

RequiredScanned copy of Format for Integrity Pact (.pdf)

RequiredSBD Downloaded From E Tender Website (.pdf)

RequiredTender Schedule (BOQ) (.xls)

RequiredGST Registration certificate and Pan Card (.pdf)

RequiredContractor License (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹42,367

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Nov 2025

Published

31 Jan 2025

Bid Opening

10 Feb 2025

Download Starts

31 Jan 2025

Download Ends

7 Feb 2025

Submission Starts

31 Jan 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_1169930.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

Krishnakumar.S.R

L1₹14.5 LAccepted-AOC

SUBASH S

L2₹16.5 L+₹2.0 L (13.6%)Rejected-AOC

Sl No	Description	Qty	Unit	Krishnakumar.S.R L1	SUBASH S L2
1.00road
1.00	OD376895/2024-2025:Observed data modified6.7.1 Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm including providing a layer of 6mm aggregate for 5 cm thickness as per drawings and Technical Specification Clause	671.75	sqm	1,020 ₹6,85,185	976.11 ₹6,55,701.89 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. (ii) Using Gravel mix soil.	36	cum	2,288.5 ₹82,386	2,178.61 ₹78,429.96 Lowest
1.00	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)	51	cum	2,775.5 ₹1,41,550.5 Lowest	7,746.3 ₹3,95,061.3
1.00	OD376910/2024-2025: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification, without form work (i) Nominal mix (1:2:4)a)Materials	30	cum	8,067 ₹2,42,010	7,755.15 ₹2,32,654.5 Lowest
1.00	75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)	875	sqm	85 ₹74,375	81.01 ₹70,883.75 Lowest
1.01	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.	875	sqm	15 ₹13,125	14.04 ₹12,285 Lowest
1.01	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.	93	sqm	376 ₹34,968	357.73 ₹33,268.89 Lowest
1.01	75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)	875	sqm	200.5 ₹1,75,437.5	191.12 ₹1,67,230 Lowest

Sl No

Description

Qty

Unit

Krishnakumar.S.R

SUBASH S

1.00road

1.00

OD376895/2024-2025:Observed data modified6.7.1 Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm including providing a layer of 6mm aggregate for 5 cm thickness as per drawings and Technical Specification Clause

671.75

sqm

1,020

₹6,85,185

976.11

₹6,55,701.89

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. (ii) Using Gravel mix soil.

cum

2,288.5

₹82,386

2,178.61

₹78,429.96

Lowest

1.00

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

2,775.5

₹1,41,550.5

Lowest

7,746.3

₹3,95,061.3

1.00

OD376910/2024-2025: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification, without form work (i) Nominal mix (1:2:4)a)Materials

cum

8,067

₹2,42,010

7,755.15

₹2,32,654.5

Lowest

1.00

75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)

875

sqm

₹74,375

81.01

₹70,883.75

Lowest

1.01

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.

875

sqm

₹13,125

14.04

₹12,285

Lowest

1.01

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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

376

₹34,968

357.73

₹33,268.89

Lowest

1.01

75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)

875

sqm

200.5

₹1,75,437.5

191.12

₹1,67,230

Lowest