Kerala

AOC

Works

Civil Works - Roads

Petty- Interlocking balance portion KPK Nagar road in Div 2 at Pallikkunnu Zonal

Local Self Government Department

Pallikkunnu | Kannur, Kerala

Amount: ₹64,126Closes: 12 Sept 2025Closed

Timeline

Published6 Sept 2025
Closed12 Sept 2025
Technical Evaluation1 Nov 2025
Awarded1 May 2026

Bids

Item Rate

1 Bid1 May 2026

#	Company	Amount	Rank	Status
1	SUJIN T 1₹67,332.54Accepted-AOC	₹67,332.54	1	Accepted-AOC L1

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	SUJIN T L1
1.00ESTIMATE
1.00	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	15.3	cum	14.6 ₹223.38 Lowest
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	3.83	cum	3,439.66 ₹13,156.7 Lowest
1.00	OD532631/2024-2025:( 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	51	sqm	1,001.55 ₹51,079.05 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)	0.33	cum	8,603.01 ₹2,873.41 Lowest

Tender Value

₹64,126

EMD Value

₹1,603

Closing Date

12 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD Section, , Pallikkunnu Zonal

Work Description

Interlocking balance portion KPK Nagar road in Div 2 at Pallikkunnu Zonal

Tender Information

Tender ID

2025_LSGD_794642_7

Reference Number

AE/LSGD/KMCPK/Etender/24-25(1)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Pallikkunnu

Source Website

Subscribe to view

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

₹1,603

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 May 2026

Published

6 Sept 2025

Bid Opening

15 Sept 2025

Download Starts

6 Sept 2025

Download Ends

12 Sept 2025

Submission Starts

6 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

NIT Documents

Tendernotice_1.pdf

PDF • 0.38 MB

Work Item Documents

BOQ_1313348.xls

BOQ • 0.25 MB

Tenderdocument.pdf

Tender Documents • 1.64 MB

PreliminaryAgreement.pdf

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

SUJIN T

1₹67,332.54Accepted-AOC

Sl No	Description	Qty	Unit	SUJIN T L1
1.00ESTIMATE
1.00	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	15.3	cum	14.6 ₹223.38 Lowest
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	3.83	cum	3,439.66 ₹13,156.7 Lowest
1.00	OD532631/2024-2025:( 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	51	sqm	1,001.55 ₹51,079.05 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)	0.33	cum	8,603.01 ₹2,873.41 Lowest

Sl No

Description

Qty

Unit

SUJIN T

1.00ESTIMATE

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

15.3

cum

14.6

₹223.38

Lowest

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

3.83

cum

3,439.66

₹13,156.7

Lowest

1.00

OD532631/2024-2025:( 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

sqm

1,001.55

₹51,079.05

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)

0.33

cum

8,603.01

₹2,873.41

Lowest