Tender ID

Kerala

AOC

Works

Civil Works - Roads

Project No.1782/25, CONCRETE FOOTPATH WORK FROM KOTTALI MARKET ROAD RAMAN KADA ROAD TO KOODATHIL RAMESHAN HOUSE IN DIVISION 7

Local Self Government Department

Puzhathi Zonal | Kannur, Kerala

Amount: ₹2.7 LCloses: 4 Sept 2025Closed

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Timeline

Published28 Aug 2025
Closed4 Sept 2025
Technical Evaluation4 Nov 2025
Financial Evaluation9 Nov 2025
Awarded19 Nov 2025

Bids

Item Rate

2 Bids19 Nov 2025

#	Company	Amount	Rank	Status
1	ABDULSATHAR C P 1₹2.7 LAccepted-AOC	₹2.7 L	1	Accepted-AOC L1
2	NIYAS M 2₹2.9 L+₹18,943.01 (7.00%)Rejected-AOC	₹2.9 L+₹18,943.01 (7.00%)	2	Rejected-AOC L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	ABDULSATHAR C P L1	NIYAS M L2
1.00concrete footpath
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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	22.5	cum	354.03 ₹7,965.68 Lowest	378.81 ₹8,523.23
1.00	2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(B) Rubble Stone Masonry in Cement Mortar	1.44	cum	625.5 ₹900.72 Lowest	669.29 ₹963.78
1.00	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	22.5	cum	3,275.87 ₹73,707.08 Lowest	3,505.18 ₹78,866.55
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)	22.5	cum	8,202.67 ₹1,84,560.08 Lowest	8,776.86 ₹1,97,479.35
1.00	OD548991/2024-2025:Lettering with black Japan pint of approved brand and manufacture	80	each	5.72 ₹457.6 Lowest	6.12 ₹489.6
1.01	OD548992/2024-2025:Supplying and fitting Name Boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick(class IIII ) fitted with 35 X35 x 5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1: 2: 4 , 40cm X 40cm X 40 cm. including cost and conveyance of all materials all labour charges, fabricating etc complete.	1	each	3,023.65 ₹3,023.65 Lowest	3,235.31 ₹3,235.31

Tender Value

₹2.7 L

EMD Value

₹6,765

Closing Date

4 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD Section, Puzhathi Zonal

Work Description

CONCRETE FOOTPATH WORK FROM KOTTALI MARKET ROAD RAMAN KADA ROAD TO KOODATHIL RAMESHAN HOUSE IN DIVISION 7

Tender Information

Tender ID

2025_LSGD_792202_4

Reference Number

AE/LSGD/KMCPZ/Etender/24-25(2)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Puzhathi Zonal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

Required1) Copy of Remittance towards Bid Submission fee and Bid security. (.pdf)

Required2) Copy of Conformation of Bid Submission in the E-tenders portal. (.pdf)

Required3) Self attested copy of the bidders valid registration certificate in Kerala PWD,CPWD or other appr (.pdf)

Required4) Duly filled and signed copy of bid submission letter as per item no.1 part VI of this Bid documen (.pdf)

Required5) Duly filled and signed copy of preliminary agreement as per item no.2 part VI of this Bid docume (.pdf)

Required6) Duly filled and signed copy of integrity pact certificate as per item no.3 part VI of this Bid d (.pdf)

Required7) Duly filled and signed copy of affidavit as per item no.4 part VI of this Bid document in origin (.pdf)

Required8) Duly filled and signed copy of requisition for E-payment form as per item no.6 part VI of this B (.pdf)

Required9) Bid security excemption certificate if any. (.pdf)

Required10) Filled tender document (.pdf)

Required11)Tender Schedule BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹600

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,765

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Nov 2025

Published

28 Aug 2025

Bid Opening

8 Sept 2025

Download Starts

28 Aug 2025

Download Ends

4 Sept 2025

Submission Starts

28 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_1307041.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

ABDULSATHAR C P

1₹2.7 LAccepted-AOC

NIYAS M

2₹2.9 L+₹18,943.01 (7.00%)Rejected-AOC

Sl No	Description	Qty	Unit	ABDULSATHAR C P L1	NIYAS M L2
1.00concrete footpath
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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	22.5	cum	354.03 ₹7,965.68 Lowest	378.81 ₹8,523.23
1.00	2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(B) Rubble Stone Masonry in Cement Mortar	1.44	cum	625.5 ₹900.72 Lowest	669.29 ₹963.78
1.00	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	22.5	cum	3,275.87 ₹73,707.08 Lowest	3,505.18 ₹78,866.55
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)	22.5	cum	8,202.67 ₹1,84,560.08 Lowest	8,776.86 ₹1,97,479.35
1.00	OD548991/2024-2025:Lettering with black Japan pint of approved brand and manufacture	80	each	5.72 ₹457.6 Lowest	6.12 ₹489.6
1.01	OD548992/2024-2025:Supplying and fitting Name Boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick(class IIII ) fitted with 35 X35 x 5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1: 2: 4 , 40cm X 40cm X 40 cm. including cost and conveyance of all materials all labour charges, fabricating etc complete.	1	each	3,023.65 ₹3,023.65 Lowest	3,235.31 ₹3,235.31

Sl No

Description

Qty

Unit

ABDULSATHAR C P

NIYAS M

1.00concrete footpath

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

22.5

cum

354.03

₹7,965.68

Lowest

378.81

₹8,523.23

1.00

2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

1.44

cum

625.5

₹900.72

Lowest

669.29

₹963.78

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

22.5

cum

3,275.87

₹73,707.08

Lowest

3,505.18

₹78,866.55

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)

22.5

cum

8,202.67

₹1,84,560.08

Lowest

8,776.86

₹1,97,479.35

1.00

OD548991/2024-2025:Lettering with black Japan pint of approved brand and manufacture

each

5.72

₹457.6

Lowest

6.12

₹489.6

1.01

OD548992/2024-2025:Supplying and fitting Name Boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick(class IIII ) fitted with 35 X35 x 5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1: 2: 4 , 40cm X 40cm X 40 cm. including cost and conveyance of all materials all labour charges, fabricating etc complete.

each

3,023.65

₹3,023.65

Lowest

3,235.31

₹3,235.31