Tender ID

Kerala

AOC

Works

Civil Works - Roads

Pro No46 Maintenance of Manakkakudi Road Masjid Road Vallikkattukavu Road

Local Self Government Department

PERUMBAVOOR MUNICIPALITY | Ernakulam, Kerala

Amount: Refer DocsCloses: 9 Oct 2025Closed

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Timeline

Published29 Sept 2025
Closed9 Oct 2025
Awarded24 Nov 2025

Bids

Item Rate

2 Bids24 Nov 2025

#	Company	Amount	Rank	Status
1	Paul Varghese L1₹9.4 LAccepted-AOC ERANAKULAM PERUMBAVOOR PO KERALA KL \| ERNAKULAM \| KERALA \| 683542	₹9.4 L	L1	Accepted-AOC lower rate
2	BIJISH C G L2₹9.8 L+₹36,106.11 (3.82%)Rejected-AOC CHULLIPARAMBIL KANJIRAKKAD \| PALAKKAD \| KERALA \| 678001	₹9.8 L+₹36,106.11 (3.82%)	L2	Rejected-AOC higher rate

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	BIJISH C G L2	Paul Varghese L1
1.00Retarring
1.00	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.	43.61	sqm	371 ₹16,179.31	356 ₹15,525.16 Lowest
1.00	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.	73.42	sqm	480 ₹35,241.6	460 ₹33,773.2 Lowest
1.00	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.	1,070.75	sqm	18 ₹19,273.5	17 ₹18,202.75 Lowest
1.00	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)	1,070.75	sqm	350 ₹3,74,762.5	333 ₹3,56,559.75 Lowest
2.00Drainage Maintenance
2.00	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1.69	cum	2,200 ₹3,713.6	2,016 ₹3,403.01 Lowest
2.00	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	0.23	cum	9,900 ₹2,227.5	9,893 ₹2,225.93 Lowest
2.00	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	1.35	cum	9,500 ₹12,825 Lowest	9,668 ₹13,051.8
2.00	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)	0.28	cum	9,900 ₹2,722.5 Lowest	10,096 ₹2,776.4

Tender Value

Refer Docs

EMD Value

₹21,485

Closing Date

9 Oct 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER PERUMBAVOOR MUNICIPALITY

Address

ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY

Work Description

Pro No46 Maintenance of Manakkakudi Road Masjid Road Vallikkattukavu Road

Tender Information

Tender ID

2025_LSGD_804187_1

Reference Number

PW1/12497328/46/25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

PERUMBAVOOR MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredScanned copy of Preliminary agreement (.pdf)

RequiredScanned copy of e payment form (.pdf)

RequiredScanned copy of Integnity 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

₹1,895

EMD Fee Amount

₹21,485

Important Dates

Last Activity

24 Nov 2025

Published

29 Sept 2025

Bid Opening

10 Oct 2025

Download Starts

29 Sept 2025

Download Ends

9 Oct 2025

Submission Starts

29 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

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 • 0.03 MB

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Company

Paul Varghese

L1₹9.4 LAccepted-AOC

ERANAKULAM PERUMBAVOOR PO KERALA KL | ERNAKULAM | KERALA | 683542

BIJISH C G

L2₹9.8 L+₹36,106.11 (3.82%)Rejected-AOC

CHULLIPARAMBIL KANJIRAKKAD | PALAKKAD | KERALA | 678001

Sl No	Description	Qty	Unit	BIJISH C G L2	Paul Varghese L1
1.00Retarring
1.00	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.	43.61	sqm	371 ₹16,179.31	356 ₹15,525.16 Lowest
1.00	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.	73.42	sqm	480 ₹35,241.6	460 ₹33,773.2 Lowest
1.00	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.	1,070.75	sqm	18 ₹19,273.5	17 ₹18,202.75 Lowest
1.00	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)	1,070.75	sqm	350 ₹3,74,762.5	333 ₹3,56,559.75 Lowest
2.00Drainage Maintenance
2.00	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1.69	cum	2,200 ₹3,713.6	2,016 ₹3,403.01 Lowest
2.00	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	0.23	cum	9,900 ₹2,227.5	9,893 ₹2,225.93 Lowest
2.00	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	1.35	cum	9,500 ₹12,825 Lowest	9,668 ₹13,051.8
2.00	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)	0.28	cum	9,900 ₹2,722.5 Lowest	10,096 ₹2,776.4

Sl No

Description

Qty

Unit

BIJISH C G

Paul Varghese

1.00Retarring

1.00

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.

43.61

sqm

371

₹16,179.31

356

₹15,525.16

Lowest

1.00

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.

73.42

sqm

480

₹35,241.6

460

₹33,773.2

Lowest

1.00

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.

1,070.75

sqm

₹19,273.5

₹18,202.75

Lowest

1.00

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)

1,070.75

sqm

350

₹3,74,762.5

333

₹3,56,559.75

Lowest

2.00Drainage Maintenance

2.00

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

1.69

cum

2,200

₹3,713.6

2,016

₹3,403.01

Lowest

2.00

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

0.23

cum

9,900

₹2,227.5

9,893

₹2,225.93

Lowest

2.00

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

1.35

cum

9,500

₹12,825

Lowest

9,668

₹13,051.8

2.00

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)

0.28

cum

9,900

₹2,722.5

Lowest

10,096

₹2,776.4