Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Kuttiady GP(2025- 26)Nelliyullaparmb mukku Thundiparambath road-Pro no 136/25-26-General Civil Work

Local Self Government Department

kuttiadi gp | Kozhikode, Kerala

Amount: ₹4.2 LCloses: 6 Aug 2025Closed

Timeline

Published30 Jul 2025
Closed6 Aug 2025
Technical Evaluation16 Sept 2025
Awarded9 Sept 2026

Bids

Item Rate

2 Bids9 Sept 2026

#	Company	Amount	Rank	Status
1	A K SADANANDAN L1₹3.4 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH	₹3.4 L	L1	Accepted-AOC LOWEST ACCEPTED
2	MANOJAN M K Rejected-Technical	-	-	Rejected-Technical L

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	MANOJAN M K L2	A K SADANANDAN L1
1.00Road.
1.00	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.	22.5	cum	448.05 ₹10,081.13	400 ₹9,000 Lowest
1.00	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	46.05	cum	61.3 ₹2,822.87	57 ₹2,624.85 Lowest
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	24.6	cum	2,882.86 ₹70,918.36	2,650 ₹65,190 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)	36.9	cum	8,054.59 ₹2,97,214.37	7,200 ₹2,65,680 Lowest

Tender Value

₹4.2 L

EMD Value

₹10,573

Closing Date

6 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

ae kuttiadi gp

Work Description

civil work

Tender Information

Tender ID

2025_LSGD_780744_1

Reference Number

01/AE/LSGD/2024/KTDY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

kuttiadi gp

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredfilled and signed copy of affidavit (.pdf)

Requiredfilled and signed copy of pa (.pdf)

Requiredfilled and signed copy of intgritypact (.pdf)

Requiredfilled and signed copy of fot (.pdf)

Requiredfilled and signed copy of epayement (.pdf)

Requiredsbd (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,573

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Sept 2026

Published

30 Jul 2025

Bid Opening

8 Aug 2025

Download Starts

30 Jul 2025

Download Ends

6 Aug 2025

Submission Starts

30 Jul 2025

Clarification Period

30 Jul 2025 - 6 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_1279738.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

A K SADANANDAN

L1₹3.4 LAccepted-AOC

ALAYULLA KANNAN KANDY CHANGAROTH

MANOJAN M K

Rejected-Technical

Sl No	Description	Qty	Unit	MANOJAN M K L2	A K SADANANDAN L1
1.00Road.
1.00	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.	22.5	cum	448.05 ₹10,081.13	400 ₹9,000 Lowest
1.00	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	46.05	cum	61.3 ₹2,822.87	57 ₹2,624.85 Lowest
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	24.6	cum	2,882.86 ₹70,918.36	2,650 ₹65,190 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)	36.9	cum	8,054.59 ₹2,97,214.37	7,200 ₹2,65,680 Lowest

Sl No

Description

Qty

Unit

MANOJAN M K

A K SADANANDAN

1.00Road.

1.00

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.

22.5

cum

448.05

₹10,081.13

400

₹9,000

Lowest

1.00

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

46.05

cum

61.3

₹2,822.87

₹2,624.85

Lowest

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

24.6

cum

2,882.86

₹70,918.36

2,650

₹65,190

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)

36.9

cum

8,054.59

₹2,97,214.37

7,200

₹2,65,680

Lowest