Kerala

AOC

Works

Civil Works - Roads

ROAD RESTORATION -HIGH SCHOOL GROUND KADUNGALLOOR CANAL ROAD WARD 10-339/26

Local Self Government Department

KADUNGALLOOR GRAMA PANCHAYATH | Ernakulam, Kerala

Amount: ₹5.5 LCloses: 16 Sept 2025Closed

Timeline

Published8 Sept 2025
Closed16 Sept 2025
Awarded28 Oct 2025

Bids

Item Rate

2 Bids28 Oct 2025

#	Company	Amount	Rank	Status
1	C P ABOOBACKER 1₹5.5 LAccepted-AOC	₹5.5 L	1	Accepted-AOC L1 ACCEPTED
2	LINO POULOSE 2₹5.7 L+₹19,577.32 (3.57%)Rejected-AOC	₹5.7 L+₹19,577.32 (3.57%)	2	Rejected-AOC L2 REJECTED

BoQ Comparative

Line Items (8)

Sl No	Description	Qty	Unit	C P ABOOBACKER L1	LINO POULOSE L2
1.00Restoration of road
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	88.41	cum	441.5 ₹39,034.78 Lowest	455.87 ₹40,305.29
1.00	4.11.2: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. (ii) Using Gravel mix soil.	49.41	cum	2,450 ₹1,21,049.6 Lowest	2,564.93 ₹1,26,728.06
1.00	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	38.64	cum	3,750.64 ₹1,44,932.23 Lowest	3,872.73 ₹1,49,650.03
1.00	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	260.04	sqm	80.37 ₹20,899.41 Lowest	82.99 ₹21,580.72
1.00	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.	260.04	sqm	18.9 ₹4,914.76 Lowest	19.52 ₹5,075.98
1.01	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	381.96	sqm	15.79 ₹6,031.15 Lowest	16.31 ₹6,229.77
1.01	75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)	642	sqm	231.5 ₹1,48,623 Lowest	239.04 ₹1,53,463.68
1.01	75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)	642	sqm	97.48 ₹62,582.16 Lowest	100.64 ₹64,610.88

Tender Value

₹5.5 L

EMD Value

₹13,744

Closing Date

16 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

ANILA REGHUNATH

Address

OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP

Work Description

ROAD RESTORATION -HIGH SCHOOL GROUND KADUNGALLOOR CANAL ROAD WARD 10-339/26

Tender Information

Tender ID

2025_LSGD_794852_6

Reference Number

ET/7/KDLR/LSGD/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KADUNGALLOOR GRAMA PANCHAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 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)

Fee & Financial Details

Tender Fee Amount

₹1,215

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,744

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Oct 2025

Published

8 Sept 2025

Bid Opening

18 Sept 2025

Download Starts

8 Sept 2025

Download Ends

16 Sept 2025

Submission Starts

8 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_1314068.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

C P ABOOBACKER

1₹5.5 LAccepted-AOC

LINO POULOSE

2₹5.7 L+₹19,577.32 (3.57%)Rejected-AOC

Sl No	Description	Qty	Unit	C P ABOOBACKER L1	LINO POULOSE L2
1.00Restoration of road
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	88.41	cum	441.5 ₹39,034.78 Lowest	455.87 ₹40,305.29
1.00	4.11.2: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. (ii) Using Gravel mix soil.	49.41	cum	2,450 ₹1,21,049.6 Lowest	2,564.93 ₹1,26,728.06
1.00	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	38.64	cum	3,750.64 ₹1,44,932.23 Lowest	3,872.73 ₹1,49,650.03
1.00	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	260.04	sqm	80.37 ₹20,899.41 Lowest	82.99 ₹21,580.72
1.00	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.	260.04	sqm	18.9 ₹4,914.76 Lowest	19.52 ₹5,075.98
1.01	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	381.96	sqm	15.79 ₹6,031.15 Lowest	16.31 ₹6,229.77
1.01	75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)	642	sqm	231.5 ₹1,48,623 Lowest	239.04 ₹1,53,463.68
1.01	75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)	642	sqm	97.48 ₹62,582.16 Lowest	100.64 ₹64,610.88

Sl No

Description

Qty

Unit

C P ABOOBACKER

LINO POULOSE

1.00Restoration of road

1.00

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

88.41

cum

441.5

₹39,034.78

Lowest

455.87

₹40,305.29

1.00

4.11.2: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. (ii) Using Gravel mix soil.

49.41

cum

2,450

₹1,21,049.6

Lowest

2,564.93

₹1,26,728.06

1.00

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

38.64

cum

3,750.64

₹1,44,932.23

Lowest

3,872.73

₹1,49,650.03

1.00

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

260.04

sqm

80.37

₹20,899.41

Lowest

82.99

₹21,580.72

1.00

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.

260.04

sqm

18.9

₹4,914.76

Lowest

19.52

₹5,075.98

1.01

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

381.96

sqm

15.79

₹6,031.15

Lowest

16.31

₹6,229.77

1.01

75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)

642

sqm

231.5

₹1,48,623

Lowest

239.04

₹1,53,463.68

1.01

75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)

642

sqm

97.48

₹62,582.16

Lowest

100.64

₹64,610.88