Kerala

AOC

Works

Civil Works - Roads

Pro.No. 230 25-26 Moolamkuzha Canal Road Maintenance in Ward 2 of Kuravilangadu GP

Local Self Government Department

Kuravilangad G P | Kottayam, Kerala

Amount: ₹8.5 LCloses: 6 Oct 2025Closed

Timeline

Published25 Sept 2025
Closed6 Oct 2025
Awarded6 Nov 2025

Bids

Item Rate

4 Bids6 Nov 2025

#	Company	Amount	Rank	Status
1	JOSEPH JOSE 1₹8.1 LAccepted-AOC	₹8.1 L	1	Accepted-AOC Lowest Bidder
2	K P BABY Rejected-Technical	-	-	Rejected-Technical L3
3	K T RAVINDRAN NAIR Rejected-Technical	-	-	Rejected-Technical L4
4	SHAJI PAILYE Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	K P BABY L3	K T RAVINDRAN NAIR L4	JOSEPH JOSE L1	SHAJI PAILYE L2
1.00ROAD MAINTENANCE
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.	504	sqm	16.01 ₹8,069.04	16.33 ₹8,230.32	13.5 ₹6,804 Lowest	15.52 ₹7,822.08
1.00	4.11.1: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. (i) Using naturally occuring gravel	37.8	cum	2,491.92 ₹94,194.58	2,541.76 ₹96,078.53	2,150 ₹81,270 Lowest	2,416.16 ₹91,330.85
1.00	OD84695/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications	504	sqm	1,133.96 ₹5,71,515.84	1,156.64 ₹5,82,946.56	1,105 ₹5,56,920	1,099.48 ₹5,54,137.92 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)	18.9	cum	9,186.73 ₹1,73,629.2	9,370.46 ₹1,77,101.69	8,900 ₹1,68,210 Lowest	8,907.45 ₹1,68,350.81

Tender Value

₹8.5 L

EMD Value

₹21,185

Closing Date

6 Oct 2025, 10:00 amClosed

Tender Inviting Organisation

Name

BindhuTT

Address

AE LID EW SECTION KVGD GP

Work Description

Pro.No. 230 25-26 Moolamkuzha Canal Road Maintenance in Ward 2 of Kuravilangadu GP

Tender Information

Tender ID

2025_LSGD_798552_10

Reference Number

06/AE/LID_EW/KVLD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

Kuravilangad G P

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredPA (.pdf)

RequiredFOT (.pdf)

RequiredAFFI (.pdf)

RequiredEPAY (.pdf)

RequiredIPACT (.pdf)

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,185

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Nov 2025

Published

25 Sept 2025

Bid Opening

6 Oct 2025

Download Starts

25 Sept 2025

Download Ends

6 Oct 2025

Submission Starts

25 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_1331390.pdf

PDF

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 • 0.05 MB

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Company

1₹8.1 LAccepted-AOC

Rejected-Technical

Rejected-Technical

Rejected-Technical

Sl No	Description	Qty	Unit	K P BABY L3	K T RAVINDRAN NAIR L4	JOSEPH JOSE L1	SHAJI PAILYE L2
1.00ROAD MAINTENANCE
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.	504	sqm	16.01 ₹8,069.04	16.33 ₹8,230.32	13.5 ₹6,804 Lowest	15.52 ₹7,822.08
1.00	4.11.1: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. (i) Using naturally occuring gravel	37.8	cum	2,491.92 ₹94,194.58	2,541.76 ₹96,078.53	2,150 ₹81,270 Lowest	2,416.16 ₹91,330.85
1.00	OD84695/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications	504	sqm	1,133.96 ₹5,71,515.84	1,156.64 ₹5,82,946.56	1,105 ₹5,56,920	1,099.48 ₹5,54,137.92 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)	18.9	cum	9,186.73 ₹1,73,629.2	9,370.46 ₹1,77,101.69	8,900 ₹1,68,210 Lowest	8,907.45 ₹1,68,350.81

Sl No

Description

Qty

Unit

K P BABY

K T RAVINDRAN NAIR

JOSEPH JOSE

SHAJI PAILYE

1.00ROAD MAINTENANCE

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.

504

sqm

16.01

₹8,069.04

16.33

₹8,230.32

13.5

₹6,804

Lowest

15.52

₹7,822.08

1.00

4.11.1: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. (i) Using naturally occuring gravel

37.8

cum

2,491.92

₹94,194.58

2,541.76

₹96,078.53

2,150

₹81,270

Lowest

2,416.16

₹91,330.85

1.00

OD84695/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications

504

sqm

1,133.96

₹5,71,515.84

1,156.64

₹5,82,946.56

1,105

₹5,56,920

1,099.48

₹5,54,137.92

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)

18.9

cum

9,186.73

₹1,73,629.2

9,370.46

₹1,77,101.69

8,900

₹1,68,210

Lowest

8,907.45

₹1,68,350.81