Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Kuttiady GP(2025- 26)Kappummal Bagam Kokkaram Kandi RoadPro No 124/25-26-General Civil Work

Local Self Government Department

kuttiadi gp | Kozhikode, Kerala

Amount: ₹5.9 LCloses: 6 Aug 2025Closed

Timeline

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

Bids

Item Rate

4 Bids9 Sept 2026

#	Company	Amount	Rank	Status
1	A K SADANANDAN L1₹4.8 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH	₹4.8 L	L1	Accepted-AOC LOWEST ACCEPTED
2	ADARS C S Rejected-Technical ADARSH	-	-	Rejected-Technical LO
3	MANOJAN M K Rejected-Technical	-	-	Rejected-Technical LO
4	shyjith e k Rejected-Technical	-	-	Rejected-Technical LO

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	MANOJAN M K L4	ADARS C S L3	shyjith e k L2	A K SADANANDAN L1
1.00Road.
1.00	OD36324/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (Modified 2.8.1 of DSR)	0.9	cum	287.09 ₹258.38	306 ₹275.4	270.84 ₹243.76	98 ₹88.2 Lowest
1.00	OD36330/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per the direction of Departmental officers at the site	2.4	cum	3,375.19 ₹8,100.46	3,470 ₹8,328	3,184.14 ₹7,641.94	2,850 ₹6,840 Lowest
1.00	3.14:Construction of Subgrade and Earthen Shoulders<br> 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.	13.5	cum	446.66 ₹6,029.91	550 ₹7,425	421.38 ₹5,688.63	370 ₹4,995 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.	95.17	cum	61.11 ₹5,816.14	58 ₹5,520.15	57.65 ₹5,486.84	55 ₹5,234.63 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	34.42	cum	2,873.92 ₹98,934.7	2,790 ₹96,045.75	2,711.25 ₹93,334.78	2,600 ₹89,505 Lowest
1.01	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)	51.64	cum	8,029.62 ₹4,14,633.52	7,795 ₹4,02,518.21	7,575.12 ₹3,91,164.05	7,272 ₹3,75,511.54 Lowest

Tender Value

₹5.9 L

EMD Value

₹14,811

Closing Date

6 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

Work Description

civil work

Tender Information

Tender ID

2025_LSGD_780771_1

Reference Number

02/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 pact (.pdf)

Requiredfilled and signed copy of epayement (.pdf)

Requiredfilled and signed copy of fot (.pdf)

Requiredsbd (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,811

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

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₹4.8 LAccepted-AOC

ALAYULLA KANNAN KANDY CHANGAROTH

ADARS C S

Rejected-Technical

ADARSH

MANOJAN M K

Rejected-Technical

shyjith e k

Rejected-Technical

Sl No	Description	Qty	Unit	MANOJAN M K L4	ADARS C S L3	shyjith e k L2	A K SADANANDAN L1
1.00Road.
1.00	OD36324/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (Modified 2.8.1 of DSR)	0.9	cum	287.09 ₹258.38	306 ₹275.4	270.84 ₹243.76	98 ₹88.2 Lowest
1.00	OD36330/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per the direction of Departmental officers at the site	2.4	cum	3,375.19 ₹8,100.46	3,470 ₹8,328	3,184.14 ₹7,641.94	2,850 ₹6,840 Lowest
1.00	3.14:Construction of Subgrade and Earthen Shoulders<br> 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.	13.5	cum	446.66 ₹6,029.91	550 ₹7,425	421.38 ₹5,688.63	370 ₹4,995 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.	95.17	cum	61.11 ₹5,816.14	58 ₹5,520.15	57.65 ₹5,486.84	55 ₹5,234.63 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	34.42	cum	2,873.92 ₹98,934.7	2,790 ₹96,045.75	2,711.25 ₹93,334.78	2,600 ₹89,505 Lowest
1.01	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)	51.64	cum	8,029.62 ₹4,14,633.52	7,795 ₹4,02,518.21	7,575.12 ₹3,91,164.05	7,272 ₹3,75,511.54 Lowest

Sl No

Description

Qty

Unit

MANOJAN M K

ADARS C S

shyjith e k

A K SADANANDAN

1.00Road.

1.00

OD36324/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (Modified 2.8.1 of DSR)

0.9

cum

287.09

₹258.38

306

₹275.4

270.84

₹243.76

₹88.2

Lowest

1.00

OD36330/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per the direction of Departmental officers at the site

2.4

cum

3,375.19

₹8,100.46

3,470

₹8,328

3,184.14

₹7,641.94

2,850

₹6,840

Lowest

1.00

3.14:Construction of Subgrade and Earthen Shoulders<br> 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.

13.5

cum

446.66

₹6,029.91

550

₹7,425

421.38

₹5,688.63

370

₹4,995

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.

95.17

cum

61.11

₹5,816.14

₹5,520.15

57.65

₹5,486.84

₹5,234.63

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

34.42

cum

2,873.92

₹98,934.7

2,790

₹96,045.75

2,711.25

₹93,334.78

2,600

₹89,505

Lowest

1.01

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)

51.64

cum

8,029.62

₹4,14,633.52

7,795

₹4,02,518.21

7,575.12

₹3,91,164.05

7,272

₹3,75,511.54

Lowest