Kerala

AOC

Works

Civil Works - Roads

Project No.1686/26-Interlocking of Lanes on Ambedkar road at Div.55 at Pallikkunnu Zonal

Local Self Government Department

Pallikkunnu | Kannur, Kerala

Amount: ₹1.7 LCloses: 30 Sept 2025Closed

Timeline

Published24 Sept 2025
Closed30 Sept 2025
Technical Evaluation8 Oct 2025
Awarded12 Feb 2026

Bids

Item Rate

2 Bids12 Feb 2026

#	Company	Amount	Rank	Status
1	SUJIN T 1₹1.6 LAccepted-AOC	₹1.6 L	1	Accepted-AOC L1
2	SAJITH P P 2₹1.8 L+₹17,630.84 (10.9%)Rejected-AOC	₹1.8 L+₹17,630.84 (10.9%)	2	Rejected-AOC L2

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	SAJITH P P L2	SUJIN T L1
1.00Detailed Estimate
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	15.6	cum	445.02 ₹6,940.53	429.1 ₹6,692.24 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.	23	cum	69.16 ₹1,591.03	66.6 ₹1,532.13 Lowest
1.00	OD302495/2025-2026: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 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	11.5	cum	3,471.06 ₹39,927.6	3,342.5 ₹38,448.78 Lowest
1.00	OD280980/2025-2026:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum	100.82	sqm	1,082.94 ₹1,09,182.01	1,042.83 ₹1,05,138.12 Lowest
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1.63	cum	9,630.64 ₹15,697.94	9,273.95 ₹15,116.54 Lowest
1.01	OD280979/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete	1	each	4,878.23 ₹4,878.23	4,697.56 ₹4,697.56 Lowest
1.01	OD280978/2025-2026:lettering with black japan paint of approved brand and manufacture	150	each	6.65 ₹997.5	6.41 ₹961.5 Lowest

Tender Value

₹1.7 L

EMD Value

₹4,148

Closing Date

30 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD Section, Pallikkunnu Zonal

Work Description

Project No.1686/26-Interlocking of Lanes on Ambedkar road at Div.55 at Pallikkunnu Zonal

Tender Information

Tender ID

2025_LSGD_801425_7

Reference Number

AE/LSGD/KMCPK/Etender/25-26(2)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Pallikkunnu

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

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,148

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Feb 2026

Published

24 Sept 2025

Bid Opening

3 Oct 2025

Download Starts

24 Sept 2025

Download Ends

30 Sept 2025

Submission Starts

24 Sept 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_1331052.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

Ready to Participate?

Download all tender documents and submit your bid

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Company

SUJIN T

1₹1.6 LAccepted-AOC

SAJITH P P

2₹1.8 L+₹17,630.84 (10.9%)Rejected-AOC

Sl No	Description	Qty	Unit	SAJITH P P L2	SUJIN T L1
1.00Detailed Estimate
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	15.6	cum	445.02 ₹6,940.53	429.1 ₹6,692.24 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.	23	cum	69.16 ₹1,591.03	66.6 ₹1,532.13 Lowest
1.00	OD302495/2025-2026: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 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	11.5	cum	3,471.06 ₹39,927.6	3,342.5 ₹38,448.78 Lowest
1.00	OD280980/2025-2026:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum	100.82	sqm	1,082.94 ₹1,09,182.01	1,042.83 ₹1,05,138.12 Lowest
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1.63	cum	9,630.64 ₹15,697.94	9,273.95 ₹15,116.54 Lowest
1.01	OD280979/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete	1	each	4,878.23 ₹4,878.23	4,697.56 ₹4,697.56 Lowest
1.01	OD280978/2025-2026:lettering with black japan paint of approved brand and manufacture	150	each	6.65 ₹997.5	6.41 ₹961.5 Lowest

Sl No

Description

Qty

Unit

SAJITH P P

SUJIN T

1.00Detailed Estimate

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

15.6

cum

445.02

₹6,940.53

429.1

₹6,692.24

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.

cum

69.16

₹1,591.03

66.6

₹1,532.13

Lowest

1.00

OD302495/2025-2026: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 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

11.5

cum

3,471.06

₹39,927.6

3,342.5

₹38,448.78

Lowest

1.00

OD280980/2025-2026:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum

100.82

sqm

1,082.94

₹1,09,182.01

1,042.83

₹1,05,138.12

Lowest

1.00

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

1.63

cum

9,630.64

₹15,697.94

9,273.95

₹15,116.54

Lowest

1.01

OD280979/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete

each

4,878.23

₹4,878.23

4,697.56

₹4,697.56

Lowest

1.01

OD280978/2025-2026:lettering with black japan paint of approved brand and manufacture

150

each

6.65

₹997.5

6.41

₹961.5

Lowest