Tender ID

Kerala

AOC

Works

Civil Works - Roads

Mundaya Chakkumkulam Road Rennovation w a r d - 2 4

Local Self Government Department

Shornur Muncipality Ward 24 | Palakkad, Kerala

Amount: ₹7.2 LCloses: 13 Oct 2025Closed

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Timeline

Published3 Oct 2025
Closed13 Oct 2025
Awarded21 Nov 2025

Bids

Item Rate

2 Bids21 Nov 2025

#	Company	Amount	Rank	Status
1	RINIL BABU L1₹6.4 LAccepted-AOC	₹6.4 L	L1	Accepted-AOC L1
2	SYDHICK A T L2₹6.6 L+₹14,910.46 (2.33%)Rejected-AOC	₹6.6 L+₹14,910.46 (2.33%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (12)

Sl No	Description	Qty	Unit	SYDHICK A T L2	RINIL BABU L1
1.00Post office road renovation
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	12	cum	60.89 ₹730.68	59.5 ₹714 Lowest
1.00	OD307263/2025-2026:Conveyance of excess earth from site	9.6	cum	283.73 ₹2,723.81	277.28 ₹2,661.89 Lowest
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.	592	sqm	14.58 ₹8,631.36	14.25 ₹8,436 Lowest
1.00	OD221050/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place 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.	59.2	cum	2,262.98 ₹1,33,968.42	2,211.56 ₹1,30,924.35 Lowest
1.00	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)	16.8	cum	8,712.57 ₹1,46,371.18	8,514.6 ₹1,43,045.28 Lowest
1.01	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	36	cum	3,416.83 ₹1,23,005.88	3,339.19 ₹1,20,210.84 Lowest
1.01	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	480	sqm	73.21 ₹35,140.8	71.55 ₹34,344 Lowest
1.01	75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	480	sqm	17.21 ₹8,260.8	16.82 ₹8,073.6 Lowest
1.01	OD307055/2025-2026:Fill up pot holes( cut and formed to regular shapes and all loose defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with powere roller to get a compact surface.	0.89	cum	7,010.01 ₹6,210.87	6,850.73 ₹6,069.75 Lowest

Tender Value

₹7.2 L

EMD Value

₹18,008

Closing Date

13 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Municipal engineer Shoranur Muncipality Shoranur P.O Palakkad Pin 679121

Work Description

Annual Plan-Shornur Municipality 2025-2026 - Mundaya Chakkumkulam Road Rennovation w a r d - 2 4 , 1 4 2 / 2 5 - 2 6

Tender Information

Tender ID

2025_LSGD_804533_2

Reference Number

06/AE/LID and EW/SRR/6th Phase

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Shornur Muncipality Ward 24

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredE payment form (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredTender document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,590

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹18,008

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Nov 2025

Published

3 Oct 2025

Bid Opening

14 Oct 2025

Download Starts

3 Oct 2025

Download Ends

13 Oct 2025

Submission Starts

3 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

RINIL BABU

L1₹6.4 LAccepted-AOC

SYDHICK A T

L2₹6.6 L+₹14,910.46 (2.33%)Rejected-AOC

Sl No	Description	Qty	Unit	SYDHICK A T L2	RINIL BABU L1
1.00Post office road renovation
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	12	cum	60.89 ₹730.68	59.5 ₹714 Lowest
1.00	OD307263/2025-2026:Conveyance of excess earth from site	9.6	cum	283.73 ₹2,723.81	277.28 ₹2,661.89 Lowest
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.	592	sqm	14.58 ₹8,631.36	14.25 ₹8,436 Lowest
1.00	OD221050/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place 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.	59.2	cum	2,262.98 ₹1,33,968.42	2,211.56 ₹1,30,924.35 Lowest
1.00	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)	16.8	cum	8,712.57 ₹1,46,371.18	8,514.6 ₹1,43,045.28 Lowest
1.01	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	36	cum	3,416.83 ₹1,23,005.88	3,339.19 ₹1,20,210.84 Lowest
1.01	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	480	sqm	73.21 ₹35,140.8	71.55 ₹34,344 Lowest
1.01	75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	480	sqm	17.21 ₹8,260.8	16.82 ₹8,073.6 Lowest
1.01	OD307055/2025-2026:Fill up pot holes( cut and formed to regular shapes and all loose defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with powere roller to get a compact surface.	0.89	cum	7,010.01 ₹6,210.87	6,850.73 ₹6,069.75 Lowest

Sl No

Description

Qty

Unit

SYDHICK A T

RINIL BABU

1.00Post office road renovation

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.

cum

60.89

₹730.68

59.5

₹714

Lowest

1.00

OD307263/2025-2026:Conveyance of excess earth from site

9.6

cum

283.73

₹2,723.81

277.28

₹2,661.89

Lowest

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.

592

sqm

14.58

₹8,631.36

14.25

₹8,436

Lowest

1.00

OD221050/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place 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.

59.2

cum

2,262.98

₹1,33,968.42

2,211.56

₹1,30,924.35

Lowest

1.00

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)

16.8

cum

8,712.57

₹1,46,371.18

8,514.6

₹1,43,045.28

Lowest

1.01

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

cum

3,416.83

₹1,23,005.88

3,339.19

₹1,20,210.84

Lowest

1.01

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

480

sqm

73.21

₹35,140.8

71.55

₹34,344

Lowest

1.01

75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

480

sqm

17.21

₹8,260.8

16.82

₹8,073.6

Lowest

1.01

OD307055/2025-2026:Fill up pot holes( cut and formed to regular shapes and all loose defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with powere roller to get a compact surface.

0.89

cum

7,010.01

₹6,210.87

6,850.73

₹6,069.75

Lowest