Kerala

AOC

Works

Civil Works - Roads

Annual Plan-33/25-Puduppadi GP - Kakkavayal Chelappuzha road tarring.w-21-General Civil Work

Local Self Government Department

PUTHUPPADY GP | Kozhikode, Kerala

Amount: ₹4.2 LCloses: 4 Aug 2025Closed

Timeline

Published28 Jul 2025
Closed4 Aug 2025
Technical Evaluation7 Nov 2025
Financial Evaluation13 Nov 2025
Awarded14 Nov 2025

Bids

Item Rate

3 Bids14 Nov 2025

#	Company	Amount	Rank	Status
1	SHAJI GEORGE L1₹3.7 LAccepted-AOC PUTHUPPALLIL HOUSE MUTHOLY P O \| MUTHOLY \| KERALA	₹3.7 L	L1	Accepted-AOC L1
2	JACOB MC L2₹3.8 L+₹9,695 (2.63%)Rejected-AOC	₹3.8 L+₹9,695 (2.63%)	L2	Rejected-AOC L2
3	MUHAMMED BASHEER L3₹3.9 L+₹21,946 (5.96%)Rejected-AOC	₹3.9 L+₹21,946 (5.96%)	L3	Rejected-AOC L3

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	SHAJI GEORGE L1	JACOB MC L2	MUHAMMED BASHEER L3
1.00road work
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.	86.06	cum	55 ₹4,733.47 Lowest	58.74 ₹5,055.34	58 ₹4,991.65
1.00	4.1.A.1: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	34.42	cum	2,400 ₹82,620 Lowest	2,747.8 ₹94,593.02	2,769 ₹95,322.83
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	51.64	cum	2,850 ₹1,47,168.3 Lowest	3,080.78 ₹1,59,085.32	3,104 ₹1,60,284.35
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	344.25	sqm	81 ₹27,884.25	71.6 ₹24,648.3 Lowest	72 ₹24,786
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.	344.25	sqm	19 ₹6,540.75	16.73 ₹5,759.3	16 ₹5,508 Lowest
1.01	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)	344.25	sqm	289 ₹99,488.25	258.5 ₹88,988.63 Lowest	289 ₹99,488.25

Tender Value

₹4.2 L

EMD Value

₹10,586

Closing Date

4 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

LID EW PUTHUPPADY GP

Work Description

CIVIL WORK

Tender Information

Tender ID

2025_LSGD_779212_1

Reference Number

33/2025/AE/LSGD/PDY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

PUTHUPPADY GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 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 DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredGST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,586

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Nov 2025

Published

28 Jul 2025

Bid Opening

6 Aug 2025

Download Starts

28 Jul 2025

Download Ends

4 Aug 2025

Submission Starts

28 Jul 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_1276542.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

SHAJI GEORGE

L1₹3.7 LAccepted-AOC

PUTHUPPALLIL HOUSE MUTHOLY P O | MUTHOLY | KERALA

JACOB MC

L2₹3.8 L+₹9,695 (2.63%)Rejected-AOC

MUHAMMED BASHEER

L3₹3.9 L+₹21,946 (5.96%)Rejected-AOC

Sl No	Description	Qty	Unit	SHAJI GEORGE L1	JACOB MC L2	MUHAMMED BASHEER L3
1.00road work
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.	86.06	cum	55 ₹4,733.47 Lowest	58.74 ₹5,055.34	58 ₹4,991.65
1.00	4.1.A.1: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	34.42	cum	2,400 ₹82,620 Lowest	2,747.8 ₹94,593.02	2,769 ₹95,322.83
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	51.64	cum	2,850 ₹1,47,168.3 Lowest	3,080.78 ₹1,59,085.32	3,104 ₹1,60,284.35
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	344.25	sqm	81 ₹27,884.25	71.6 ₹24,648.3 Lowest	72 ₹24,786
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.	344.25	sqm	19 ₹6,540.75	16.73 ₹5,759.3	16 ₹5,508 Lowest
1.01	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)	344.25	sqm	289 ₹99,488.25	258.5 ₹88,988.63 Lowest	289 ₹99,488.25

Sl No

Description

Qty

Unit

SHAJI GEORGE

JACOB MC

MUHAMMED BASHEER

1.00road work

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.

86.06

cum

₹4,733.47

Lowest

58.74

₹5,055.34

₹4,991.65

1.00

4.1.A.1: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

34.42

cum

2,400

₹82,620

Lowest

2,747.8

₹94,593.02

2,769

₹95,322.83

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

51.64

cum

2,850

₹1,47,168.3

Lowest

3,080.78

₹1,59,085.32

3,104

₹1,60,284.35

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

344.25

sqm

₹27,884.25

71.6

₹24,648.3

Lowest

₹24,786

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.

344.25

sqm

₹6,540.75

16.73

₹5,759.3

₹5,508

Lowest

1.01

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)

344.25

sqm

289

₹99,488.25

258.5

₹88,988.63

Lowest

289

₹99,488.25