Kerala

AOC

Works

Civil Works - Others

TGP 2025 26 BEERICHERI NAGAM ROAD IMPROVEMENT IN TRIKARIPUR GP (PRO.NO.112/26)

Local Self Government Department

Trikaripur GP | Kasaragod, Kerala

Amount: ₹11.0 LCloses: 11 Sept 2025Closed

Timeline

Published1 Sept 2025
Closed11 Sept 2025
Technical Evaluation10 Oct 2025
Financial Evaluation10 Oct 2025
Awarded17 Oct 2025

Bids

Item Rate

3 Bids17 Oct 2025

#	Company	Amount	Rank	Status
1	PV JANARDHANAN L1₹9.5 LAccepted-AOC	₹9.5 L	L1	Accepted-AOC L1
2	M.V. BALAKRISHNAN L2₹10.9 L+₹1.5 L (15.4%)Rejected-Finance NILESHWAR KERALA \| PALAKKAD \| KERALA \| 678001	₹10.9 L+₹1.5 L (15.4%)	L2	Rejected-Finance L2
3	babu k L3₹11.0 L+₹1.5 L (16.3%)Rejected-Finance 2003 SUB TREASURY NILESWAR	₹11.0 L+₹1.5 L (16.3%)	L3	Rejected-Finance L3

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	M.V. BALAKRISHNAN L2	babu k L3	PV JANARDHANAN L1
1.00Road concrete
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	188.8	sqm	14.94 ₹2,820.67	16 ₹3,020.8	12.95 ₹2,444.96 Lowest
1.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	20.45	cum	51.01 ₹1,043.41	51.5 ₹1,053.43	44.22 ₹904.52 Lowest
1.00	OD200295/2025-2026: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>Using department materials	16.99	cum	189.95 ₹3,227.63	191.5 ₹3,253.97	164.65 ₹2,797.73 Lowest
1.00	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. (ii) Using Gravel mix soil.	1.89	cum	2,319.35 ₹4,378.93	2,338.1 ₹4,414.33	2,010.49 ₹3,795.81 Lowest
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)	29.89	cum	8,925.03 ₹2,66,813.77	8,997.02 ₹2,68,965.91	7,736.53 ₹2,31,283.56 Lowest
2.00Drainage construction
2.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	110.33	cum	50.98 ₹5,624.62	51.5 ₹5,682	44.22 ₹4,878.79 Lowest
2.00	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	12.98	cum	8,400.3 ₹1,09,035.89	8,468.05 ₹1,09,915.29	7,281.67 ₹94,516.08 Lowest
2.00	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)	42.48	cum	8,209.37 ₹3,48,734.04	8,275.58 ₹3,51,546.64	7,116.16 ₹3,02,294.48 Lowest

Tender Value

₹11.0 L

EMD Value

₹27,537

Closing Date

11 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER,LID AND EW SECTION TRIKARIPUR GP

Work Description

TGP 2025 26 BEERICHERI NAGAM ROAD IMPROVEMENT IN TRIKARIPUR GP (PRO.NO.112/26)

Tender Information

Tender ID

2025_LSGD_792735_18

Reference Number

01/2025-26/AE/LID and EW/TKR

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Trikaripur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPA (.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

₹27,537

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Oct 2025

Published

1 Sept 2025

Bid Opening

15 Sept 2025

Download Starts

1 Sept 2025

Download Ends

11 Sept 2025

Submission Starts

1 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_1309874.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

PV JANARDHANAN

L1₹9.5 LAccepted-AOC

M.V. BALAKRISHNAN

L2₹10.9 L+₹1.5 L (15.4%)Rejected-Finance

NILESHWAR KERALA | PALAKKAD | KERALA | 678001

babu k

L3₹11.0 L+₹1.5 L (16.3%)Rejected-Finance

2003 SUB TREASURY NILESWAR

Sl No	Description	Qty	Unit	M.V. BALAKRISHNAN L2	babu k L3	PV JANARDHANAN L1
1.00Road concrete
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	188.8	sqm	14.94 ₹2,820.67	16 ₹3,020.8	12.95 ₹2,444.96 Lowest
1.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	20.45	cum	51.01 ₹1,043.41	51.5 ₹1,053.43	44.22 ₹904.52 Lowest
1.00	OD200295/2025-2026: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>Using department materials	16.99	cum	189.95 ₹3,227.63	191.5 ₹3,253.97	164.65 ₹2,797.73 Lowest
1.00	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. (ii) Using Gravel mix soil.	1.89	cum	2,319.35 ₹4,378.93	2,338.1 ₹4,414.33	2,010.49 ₹3,795.81 Lowest
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)	29.89	cum	8,925.03 ₹2,66,813.77	8,997.02 ₹2,68,965.91	7,736.53 ₹2,31,283.56 Lowest
2.00Drainage construction
2.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	110.33	cum	50.98 ₹5,624.62	51.5 ₹5,682	44.22 ₹4,878.79 Lowest
2.00	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	12.98	cum	8,400.3 ₹1,09,035.89	8,468.05 ₹1,09,915.29	7,281.67 ₹94,516.08 Lowest
2.00	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)	42.48	cum	8,209.37 ₹3,48,734.04	8,275.58 ₹3,51,546.64	7,116.16 ₹3,02,294.48 Lowest

Sl No

Description

Qty

Unit

M.V. BALAKRISHNAN

babu k

PV JANARDHANAN

1.00Road concrete

1.00

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

188.8

sqm

14.94

₹2,820.67

₹3,020.8

12.95

₹2,444.96

Lowest

1.00

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

20.45

cum

51.01

₹1,043.41

51.5

₹1,053.43

44.22

₹904.52

Lowest

1.00

OD200295/2025-2026: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>Using department materials

16.99

cum

189.95

₹3,227.63

191.5

₹3,253.97

164.65

₹2,797.73

Lowest

1.00

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. (ii) Using Gravel mix soil.

1.89

cum

2,319.35

₹4,378.93

2,338.1

₹4,414.33

2,010.49

₹3,795.81

Lowest

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)

29.89

cum

8,925.03

₹2,66,813.77

8,997.02

₹2,68,965.91

7,736.53

₹2,31,283.56

Lowest

2.00Drainage construction

2.00

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

110.33

cum

50.98

₹5,624.62

51.5

₹5,682

44.22

₹4,878.79

Lowest

2.00

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

12.98

cum

8,400.3

₹1,09,035.89

8,468.05

₹1,09,915.29

7,281.67

₹94,516.08

Lowest

2.00

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)

42.48

cum

8,209.37

₹3,48,734.04

8,275.58

₹3,51,546.64

7,116.16

₹3,02,294.48

Lowest