Kerala

AOC

Works

Civil Works - Roads

ward 9 kizhakkekkara janatha road renovation

Local Self Government Department

Koppam GP | Palakkad, Kerala

Amount: ₹8.5 LCloses: 30 Aug 2025Closed

Timeline

Published21 Aug 2025
Closed30 Aug 2025
Technical Evaluation27 Oct 2025
Awarded28 Oct 2025

Bids

Item Rate

2 Bids28 Oct 2025

#	Company	Amount	Rank	Status
1	AMEERALI P L1₹8.4 LAccepted-AOC	₹8.4 L	L1	Accepted-AOC Agreement executed
2	noufalmkcc L2₹8.5 L+₹8,479.63 (1.01%)Rejected-AOC	₹8.5 L+₹8,479.63 (1.01%)	L2	Rejected-AOC Rejected

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	AMEERALI P L1	noufalmkcc L2
1.00Retarring
1.00	OD107145/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to grt a compact surface.	5.42	cum	8,223.19 ₹44,528.57 Lowest	8,306.25 ₹44,978.34
1.00	75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,076.4	sqm	18.71 ₹20,139.44 Lowest	18.9 ₹20,343.96
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)	1,076.4	sqm	299.62 ₹3,22,510.97 Lowest	302.65 ₹3,25,772.46
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	67.28	cum	66.17 ₹4,451.59 Lowest	66.84 ₹4,496.66
1.00	OD107146/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408	26.91	cum	2,318.26 ₹62,384.38 Lowest	2,341.68 ₹63,014.61
1.01	75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	40.37	cum	9,468.11 ₹3,82,180.26 Lowest	9,563.75 ₹3,86,040.77
1.01	OD121114/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete	1	each	2,776.22 ₹2,776.22 Lowest	2,804.26 ₹2,804.26

Tender Value

₹8.5 L

EMD Value

₹21,186

Closing Date

30 Aug 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LID EW SECTION KOPPAM GP

Work Description

ward 9 kizhakkekkara janatha road renovation

Tender Information

Tender ID

2025_LSGD_788638_27

Reference Number

1/AE/LSGD/KPM/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Koppam GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredCOPYOF CONTRACTOR LICENSE PAN CARD ADHAR GST REGISTRATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,186

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Oct 2025

Published

21 Aug 2025

Bid Opening

1 Sept 2025

Download Starts

21 Aug 2025

Download Ends

30 Aug 2025

Submission Starts

21 Aug 2025

Clarification Period

21 Aug 2025 - 30 Aug 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_1299311.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 • 0.03 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

AMEERALI P

L1₹8.4 LAccepted-AOC

noufalmkcc

L2₹8.5 L+₹8,479.63 (1.01%)Rejected-AOC

Sl No	Description	Qty	Unit	AMEERALI P L1	noufalmkcc L2
1.00Retarring
1.00	OD107145/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to grt a compact surface.	5.42	cum	8,223.19 ₹44,528.57 Lowest	8,306.25 ₹44,978.34
1.00	75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,076.4	sqm	18.71 ₹20,139.44 Lowest	18.9 ₹20,343.96
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)	1,076.4	sqm	299.62 ₹3,22,510.97 Lowest	302.65 ₹3,25,772.46
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	67.28	cum	66.17 ₹4,451.59 Lowest	66.84 ₹4,496.66
1.00	OD107146/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408	26.91	cum	2,318.26 ₹62,384.38 Lowest	2,341.68 ₹63,014.61
1.01	75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	40.37	cum	9,468.11 ₹3,82,180.26 Lowest	9,563.75 ₹3,86,040.77
1.01	OD121114/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete	1	each	2,776.22 ₹2,776.22 Lowest	2,804.26 ₹2,804.26

Sl No

Description

Qty

Unit

AMEERALI P

noufalmkcc

1.00Retarring

1.00

OD107145/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to grt a compact surface.

5.42

cum

8,223.19

₹44,528.57

Lowest

8,306.25

₹44,978.34

1.00

75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

1,076.4

sqm

18.71

₹20,139.44

Lowest

18.9

₹20,343.96

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)

1,076.4

sqm

299.62

₹3,22,510.97

Lowest

302.65

₹3,25,772.46

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.

67.28

cum

66.17

₹4,451.59

Lowest

66.84

₹4,496.66

1.00

OD107146/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408

26.91

cum

2,318.26

₹62,384.38

Lowest

2,341.68

₹63,014.61

1.01

75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

40.37

cum

9,468.11

₹3,82,180.26

Lowest

9,563.75

₹3,86,040.77

1.01

OD121114/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete

each

2,776.22

₹2,776.22

Lowest

2,804.26

₹2,804.26