Kerala

AOC

Works

Civil Works - Roads

Annual Plan-ALIPARAMBA GP 115/26- eravimangalam up school kuttippuli road maintanance-General Civil Work

Local Self Government Department

ALIPARAMBA | Malappuram, Kerala

Amount: ₹2.1 LCloses: 8 Aug 2025Closed

Timeline

Published1 Aug 2025
Closed8 Aug 2025
Awarded19 Nov 2025

Bids

Item Rate

2 Bids19 Nov 2025

#	Company	Amount	Rank	Status
1	USMAN T. 1₹2.1 LAccepted-AOC	₹2.1 L	1	Accepted-AOC 1
2	Raheem 2₹2.2 L+₹4,000 (1.89%)Rejected-Finance	₹2.2 L+₹4,000 (1.89%)	2	Rejected-Finance 2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	USMAN T. L1	Raheem L2
1.00CONCERTING
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.	4	cum	65.78 ₹263.12 Lowest	70 ₹280
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.	80	sqm	14.7 ₹1,176 Lowest	15 ₹1,200
1.00	OD135927/2025-2026:(OD From DAR 51.2.3) dar 2021- Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	2.4	cum	944.28 ₹2,266.27 Lowest	1,000 ₹2,400
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	5.4	cum	3,077.04 ₹16,616.02 Lowest	3,200 ₹17,280
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)	21.6	cum	8,784.48 ₹1,89,744.77 Lowest	9,000 ₹1,94,400
1.01	3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	2.88	cum	600.92 ₹1,730.65 Lowest	700 ₹2,016

Tender Value

₹2.1 L

EMD Value

₹5,295

Closing Date

8 Aug 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER, LID EW SECTION ALIPARAMBA

Address

ASSISTANT ENGINEER, LID EW SECTION ALIPARAMBA

Work Description

Annual Plan-ALIPARAMBA GP 115/26- eravimangalam up school kuttippuli road maintanance-General Civil Work

Tender Information

Tender ID

2025_LSGD_781286_5

Reference Number

T2/AEALP/26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

ALIPARAMBA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMNARY AGREEMENT (.pdf)

RequiredEMD AND FEE RECEIPT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredEPAYMENTFORM (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBD (.pdf)

RequiredCOMTRACTORS LICENSE (.pdf)

RequiredGST AND PAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,295

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Nov 2025

Published

1 Aug 2025

Bid Opening

11 Aug 2025

Download Starts

1 Aug 2025

Download Ends

8 Aug 2025

Submission Starts

1 Aug 2025

Clarification Period

1 Aug 2025 - 8 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_1281138.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

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Company

USMAN T.

1₹2.1 LAccepted-AOC

Raheem

2₹2.2 L+₹4,000 (1.89%)Rejected-Finance

Sl No	Description	Qty	Unit	USMAN T. L1	Raheem L2
1.00CONCERTING
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.	4	cum	65.78 ₹263.12 Lowest	70 ₹280
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.	80	sqm	14.7 ₹1,176 Lowest	15 ₹1,200
1.00	OD135927/2025-2026:(OD From DAR 51.2.3) dar 2021- Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	2.4	cum	944.28 ₹2,266.27 Lowest	1,000 ₹2,400
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	5.4	cum	3,077.04 ₹16,616.02 Lowest	3,200 ₹17,280
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)	21.6	cum	8,784.48 ₹1,89,744.77 Lowest	9,000 ₹1,94,400
1.01	3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	2.88	cum	600.92 ₹1,730.65 Lowest	700 ₹2,016

Sl No

Description

Qty

Unit

USMAN T.

Raheem

1.00CONCERTING

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

65.78

₹263.12

Lowest

₹280

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

14.7

₹1,176

Lowest

₹1,200

1.00

OD135927/2025-2026:(OD From DAR 51.2.3) dar 2021- Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

2.4

cum

944.28

₹2,266.27

Lowest

1,000

₹2,400

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

5.4

cum

3,077.04

₹16,616.02

Lowest

3,200

₹17,280

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)

21.6

cum

8,784.48

₹1,89,744.77

Lowest

9,000

₹1,94,400

1.01

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

2.88

cum

600.92

₹1,730.65

Lowest

700

₹2,016