Kerala

AOC

Works

Civil Works - Roads

RENOVATION OF KULIKKILIYAD PUTHUVATHMALA ROAD

Local Self Government Department

KARIMPUZHA GP | Palakkad, Kerala

Amount: ₹7.0 LCloses: 26 Sept 2025Closed

Timeline

Published19 Sept 2025
Closed26 Sept 2025
Awarded17 Feb 2026

Bids

Item Rate

2 Bids17 Feb 2026

#	Company	Amount	Rank	Status
1	SEHEER T L1₹6.2 LAccepted-AOC	₹6.2 L	L1	Accepted-AOC LOw
2	RAJESH P Rejected-Technical	-	-	Rejected-Technical High Quate

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	RAJESH P L2	SEHEER T L1
1.00Road Renovation
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	60	sqm	14 ₹840	13.61 ₹816.6 Lowest
1.00	OD292631/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil	132	1 sqm	32 ₹4,224	31.24 ₹4,123.68 Lowest
1.00	OD292507/2025-2026: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 broken stone and compacting with power roller to get a compact surface.	4.66	cum	7,199 ₹33,554.54	7,060.31 ₹32,908.1 Lowest
1.00	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	405	sqm	16 ₹6,480 Lowest	16.07 ₹6,508.35
1.00	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)	405	sqm	262 ₹1,06,110	257.25 ₹1,04,186.25 Lowest
1.01	OD292509/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade	4.12	cum	821 ₹3,386.63	805.41 ₹3,322.32 Lowest
1.01	OD292508/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material	28.8	cum	2,725 ₹78,480	2,672.76 ₹76,975.49 Lowest
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)	47.7	cum	8,289 ₹3,95,385.3	8,129.19 ₹3,87,762.36 Lowest

Tender Value

₹7.0 L

EMD Value

₹17,548

Closing Date

26 Sept 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER,KARIMPUZHA GP

Work Description

RENOVATION OF KULIKKILIYAD PUTHUVATHMALA ROAD

Tender Information

Tender ID

2025_LSGD_798661_45

Reference Number

02/AE/LIDEW/KGP/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

KARIMPUZHA GP

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 INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,550

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹17,548

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Feb 2026

Published

19 Sept 2025

Bid Opening

29 Sept 2025

Download Starts

19 Sept 2025

Download Ends

26 Sept 2025

Submission Starts

19 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_1325311.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

SEHEER T

L1₹6.2 LAccepted-AOC

RAJESH P

Rejected-Technical

Sl No	Description	Qty	Unit	RAJESH P L2	SEHEER T L1
1.00Road Renovation
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	60	sqm	14 ₹840	13.61 ₹816.6 Lowest
1.00	OD292631/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil	132	1 sqm	32 ₹4,224	31.24 ₹4,123.68 Lowest
1.00	OD292507/2025-2026: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 broken stone and compacting with power roller to get a compact surface.	4.66	cum	7,199 ₹33,554.54	7,060.31 ₹32,908.1 Lowest
1.00	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	405	sqm	16 ₹6,480 Lowest	16.07 ₹6,508.35
1.00	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)	405	sqm	262 ₹1,06,110	257.25 ₹1,04,186.25 Lowest
1.01	OD292509/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade	4.12	cum	821 ₹3,386.63	805.41 ₹3,322.32 Lowest
1.01	OD292508/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material	28.8	cum	2,725 ₹78,480	2,672.76 ₹76,975.49 Lowest
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)	47.7	cum	8,289 ₹3,95,385.3	8,129.19 ₹3,87,762.36 Lowest

Sl No

Description

Qty

Unit

RAJESH P

SEHEER T

1.00Road Renovation

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.

sqm

₹840

13.61

₹816.6

Lowest

1.00

OD292631/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil

132

1 sqm

₹4,224

31.24

₹4,123.68

Lowest

1.00

OD292507/2025-2026: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 broken stone and compacting with power roller to get a compact surface.

4.66

cum

7,199

₹33,554.54

7,060.31

₹32,908.1

Lowest

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.

405

sqm

₹6,480

Lowest

16.07

₹6,508.35

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)

405

sqm

262

₹1,06,110

257.25

₹1,04,186.25

Lowest

1.01

OD292509/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade

4.12

cum

821

₹3,386.63

805.41

₹3,322.32

Lowest

1.01

OD292508/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material

28.8

cum

2,725

₹78,480

2,672.76

₹76,975.49

Lowest

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)

47.7

cum

8,289

₹3,95,385.3

8,129.19

₹3,87,762.36

Lowest