Tender ID

Kerala

AOC

Works

Civil Works - Roads

PROJ.NO.93/26-ELAMBARA LP SCHOOL PUTHUKKUTI MOOLA ROAD RETARRING B/N CH(0/00-0/598KM)

Local Self Government Department

KEEZHALLUR GP | Kannur, Kerala

Amount: ₹10.2 LCloses: 9 Sept 2025Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published27 Aug 2025
Closed9 Sept 2025
Awarded19 Nov 2025

Bids

Item Rate

2 Bids19 Nov 2025

#	Company	Amount	Rank	Status
1	BAIJU PUTHUSSERI L1₹9.5 LAccepted-AOC	₹9.5 L	L1	Accepted-AOC Accepted Vide Resolution No.8/02/2025 dtd.16/09/2025 of KEEZHALLUR GP
2	Mahesh P P L2₹9.9 L+₹36,633.87 (3.86%)Rejected-Finance	₹9.9 L+₹36,633.87 (3.86%)	L2	Rejected-Finance Higher rate and hence not admitted

BoQ Comparative

Line Items (15)

Sl No	Description	Qty	Unit	BAIJU PUTHUSSERI L1	Mahesh P P L2
1.00maintenence
1.00	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	180	cum	47.65 ₹8,577 Lowest	49.49 ₹8,908.2
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	44.62	cum	61.61 ₹2,749.35 Lowest	63.99 ₹2,855.55
1.00	OD168840/2025-2026:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203.PCC Grade M10,Nominal mix 1:3:6	6.38	per sqm	7,545.09 ₹48,099.95 Lowest	7,835.9 ₹49,953.86
1.00	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	20.25	cum	7,668.51 ₹1,55,287.33 Lowest	7,964.09 ₹1,61,272.82
1.00	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	1.02	cum	8,618.85 ₹8,791.23 Lowest	8,951.06 ₹9,130.08
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.08	tonne	87,554.55 ₹7,179.47 Lowest	90,929.25 ₹7,456.2
1.01	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	445.4	sqm	13.95 ₹6,213.33 Lowest	14.49 ₹6,453.85
1.01	OD168841/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	33.41	cum	177.58 ₹5,932.06 Lowest	184.43 ₹6,160.88
1.01	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	11.13	cum	2,166.69 ₹24,126.09 Lowest	2,250.21 ₹25,056.09

Tender Value

₹10.2 L

EMD Value

₹25,420

Closing Date

9 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

JISHA KIZHAKKAYIL

Address

LID EW KEEZHALLUR GP

Work Description

PROJNO93/26-ELAMBARA LP SCHOOL PUTHUKKUTI MOOLA ROAD RETARRING B/N CH(0/00-0/598KM)

Tender Information

Tender ID

2025_LSGD_790149_9

Reference Number

12526/AE/LIDEW/KZLR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KEEZHALLUR GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGMT (.pdf)

RequiredEPAY (.pdf)

RequiredIPACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFOT (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹25,420

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Nov 2025

Published

27 Aug 2025

Bid Opening

11 Sept 2025

Download Starts

27 Aug 2025

Download Ends

9 Sept 2025

Submission Starts

27 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_1302636.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 • 0.04 MB

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

BAIJU PUTHUSSERI

L1₹9.5 LAccepted-AOC

Mahesh P P

L2₹9.9 L+₹36,633.87 (3.86%)Rejected-Finance

Sl No	Description	Qty	Unit	BAIJU PUTHUSSERI L1	Mahesh P P L2
1.00maintenence
1.00	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	180	cum	47.65 ₹8,577 Lowest	49.49 ₹8,908.2
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	44.62	cum	61.61 ₹2,749.35 Lowest	63.99 ₹2,855.55
1.00	OD168840/2025-2026:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203.PCC Grade M10,Nominal mix 1:3:6	6.38	per sqm	7,545.09 ₹48,099.95 Lowest	7,835.9 ₹49,953.86
1.00	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	20.25	cum	7,668.51 ₹1,55,287.33 Lowest	7,964.09 ₹1,61,272.82
1.00	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	1.02	cum	8,618.85 ₹8,791.23 Lowest	8,951.06 ₹9,130.08
1.01	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.08	tonne	87,554.55 ₹7,179.47 Lowest	90,929.25 ₹7,456.2
1.01	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	445.4	sqm	13.95 ₹6,213.33 Lowest	14.49 ₹6,453.85
1.01	OD168841/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	33.41	cum	177.58 ₹5,932.06 Lowest	184.43 ₹6,160.88
1.01	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	11.13	cum	2,166.69 ₹24,126.09 Lowest	2,250.21 ₹25,056.09

Sl No

Description

Qty

Unit

BAIJU PUTHUSSERI

Mahesh P P

1.00maintenence

1.00

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

180

cum

47.65

₹8,577

Lowest

49.49

₹8,908.2

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

44.62

cum

61.61

₹2,749.35

Lowest

63.99

₹2,855.55

1.00

OD168840/2025-2026:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203.PCC Grade M10,Nominal mix 1:3:6

6.38

per sqm

7,545.09

₹48,099.95

Lowest

7,835.9

₹49,953.86

1.00

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

20.25

cum

7,668.51

₹1,55,287.33

Lowest

7,964.09

₹1,61,272.82

1.00

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

1.02

cum

8,618.85

₹8,791.23

Lowest

8,951.06

₹9,130.08

1.01

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.08

tonne

87,554.55

₹7,179.47

Lowest

90,929.25

₹7,456.2

1.01

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

445.4

sqm

13.95

₹6,213.33

Lowest

14.49

₹6,453.85

1.01

OD168841/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

33.41

cum

177.58

₹5,932.06

Lowest

184.43

₹6,160.88

1.01

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

11.13

cum

2,166.69

₹24,126.09

Lowest

2,250.21

₹25,056.09