Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL-Proj.411/26 Maintenance of Kollamparambu road, Thoppil road, Chakkuparambu road, Kavukattu-Parappilly raod in ward 15-Thodupuzha Municipality- General Civil Work

Local Self Government Department

Thodupuzha | Idukki, Kerala

Amount: ₹15.1 LCloses: 27 Oct 2025Closed

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Timeline

Published21 Oct 2025
Closed27 Oct 2025
Awarded10 Nov 2025

Bids

Item Rate

2 Bids10 Nov 2025

#	Company	Amount	Rank	Status
1	RENJITH MANUEL L1₹14.9 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP \| KOTTAYAM \| KERALA \| 686001	₹14.9 L	L1	Accepted-AOC Agreement Executed on 07-11-2025
2	Basheer N K L2₹15.1 L+₹20,219.81 (1.36%)Rejected-AOC	₹15.1 L+₹20,219.81 (1.36%)	L2	Rejected-AOC Second Lowest

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	RENJITH MANUEL L1	Basheer N K L2
1.00ROAD WORK
1.00	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.	953.19	sqm	16 ₹15,251.04 Lowest	16 ₹15,251.04 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	77.34	cum	2,700 ₹2,08,818 Lowest	3,337 ₹2,58,083.58
1.00	OD298699/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc. all complete as per the direction of Engineer incharge.	882.07	sqm	1,080 ₹9,52,635.6	1,045 ₹9,21,763.15 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)	12.4	cum	9,100 ₹1,12,812.7 Lowest	9,186 ₹1,13,878.84
1.00	OD301271/2025-2026:Sectioning upto 150mm and forming the surface for old road way leveling ,cambering etc. complete as per the direction of engineer in charge	88.4	sqm	31 ₹2,740.4 Lowest	31 ₹2,740.4 Lowest
2.00Retarring
2.00	75.5.5.A.1pb:Modified Penetration Macadam 50 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.	94.86	sqm	323 ₹30,639.78 Lowest	323 ₹30,639.78 Lowest
2.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.	536.5	sqm	15 ₹8,047.5 Lowest	15.79 ₹8,471.34
2.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)	518	sqm	302 ₹1,56,436 Lowest	302.65 ₹1,56,772.7

Tender Value

₹15.1 L

EMD Value

₹37,702

Closing Date

27 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LIDEW Thodupuzha Municipality

Work Description

GENERAL-Proj.411/26 Maintenance of Kollamparambu road, Thoppil road, Chakkuparambu road, Kavukattu-Parappilly raod in ward 15-Thodupuzha Municipality- General Civil Work

Tender Information

Tender ID

2025_LSGD_812410_2

Reference Number

01/AE/LIDEW/TDPA/M/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

330 days

Location

Thodupuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹37,702

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Nov 2025

Published

21 Oct 2025

Bid Opening

28 Oct 2025

Download Starts

21 Oct 2025

Download Ends

27 Oct 2025

Submission Starts

21 Oct 2025

Clarification Period

21 Oct 2025 - 27 Oct 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_1358046.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.67 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.68 MB

BOQ_1358046.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.12 MB

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Company

RENJITH MANUEL

L1₹14.9 LAccepted-AOC

ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001

Basheer N K

L2₹15.1 L+₹20,219.81 (1.36%)Rejected-AOC

Sl No	Description	Qty	Unit	RENJITH MANUEL L1	Basheer N K L2
1.00ROAD WORK
1.00	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.	953.19	sqm	16 ₹15,251.04 Lowest	16 ₹15,251.04 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	77.34	cum	2,700 ₹2,08,818 Lowest	3,337 ₹2,58,083.58
1.00	OD298699/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc. all complete as per the direction of Engineer incharge.	882.07	sqm	1,080 ₹9,52,635.6	1,045 ₹9,21,763.15 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)	12.4	cum	9,100 ₹1,12,812.7 Lowest	9,186 ₹1,13,878.84
1.00	OD301271/2025-2026:Sectioning upto 150mm and forming the surface for old road way leveling ,cambering etc. complete as per the direction of engineer in charge	88.4	sqm	31 ₹2,740.4 Lowest	31 ₹2,740.4 Lowest
2.00Retarring
2.00	75.5.5.A.1pb:Modified Penetration Macadam 50 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.	94.86	sqm	323 ₹30,639.78 Lowest	323 ₹30,639.78 Lowest
2.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.	536.5	sqm	15 ₹8,047.5 Lowest	15.79 ₹8,471.34
2.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)	518	sqm	302 ₹1,56,436 Lowest	302.65 ₹1,56,772.7

Sl No

Description

Qty

Unit

RENJITH MANUEL

Basheer N K

1.00ROAD WORK

1.00

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.

953.19

sqm

₹15,251.04

Lowest

₹15,251.04

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

77.34

cum

2,700

₹2,08,818

Lowest

3,337

₹2,58,083.58

1.00

OD298699/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc. all complete as per the direction of Engineer incharge.

882.07

sqm

1,080

₹9,52,635.6

1,045

₹9,21,763.15

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)

12.4

cum

9,100

₹1,12,812.7

Lowest

9,186

₹1,13,878.84

1.00

OD301271/2025-2026:Sectioning upto 150mm and forming the surface for old road way leveling ,cambering etc. complete as per the direction of engineer in charge

88.4

sqm

₹2,740.4

Lowest

₹2,740.4

Lowest

2.00Retarring

2.00

75.5.5.A.1pb:Modified Penetration Macadam 50 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.

94.86

sqm

323

₹30,639.78

Lowest

323

₹30,639.78

Lowest

2.00

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.

536.5

sqm

₹8,047.5

Lowest

15.79

₹8,471.34

2.00

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)

518

sqm

302

₹1,56,436

Lowest

302.65

₹1,56,772.7