Tender ID

Kerala

AOC

Works

Civil Works - Roads

25-26 Thattarukandymukk Parambath Road -Retarring and Allied works 74/26-Ward 1, in Naduvannur GP

Local Self Government Department

Naduvannur GP | Kozhikode, Kerala

Amount: ₹8.5 LCloses: 2 Aug 2025Closed

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Timeline

Published26 Jul 2025
Closed2 Aug 2025
Awarded24 Nov 2025

Bids

Item Rate

2 Bids24 Nov 2025

#	Company	Amount	Rank	Status
1	RAMSHID. K.K L1₹8.1 LAccepted-AOC KERALA KL \| WAYANAD \| KERALA \| 670644	₹8.1 L	L1	Accepted-AOC L1
2	K.K. ABU KANDAMKULANGARA L2₹8.5 L+₹35,557.21 (4.38%)Rejected-AOC	₹8.5 L+₹35,557.21 (4.38%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	K.K. ABU KANDAMKULANGARA L2	RAMSHID. K.K L1
1.00DSR 2021
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.	31.5	cum	14.81 ₹466.52	14.18 ₹446.67 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	21	cum	3,077.04 ₹64,617.84	2,947.8 ₹61,903.8 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)	31.5	cum	8,784.48 ₹2,76,711.12	8,415.53 ₹2,65,089.2 Lowest
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	81.84	cum	65.78 ₹5,383.44	63.01 ₹5,156.74 Lowest
1.00	OD160474/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (without compaction)<br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	37.2	cum	2,893.71 ₹1,07,646.01	2,772.17 ₹1,03,124.72 Lowest
1.01	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)	44.64	cum	8,775.72 ₹3,91,748.14	8,407.14 ₹3,75,294.73 Lowest

Tender Value

₹8.5 L

EMD Value

₹21,164

Closing Date

2 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

Assistant engineer naduvannur GP

Work Description

road

Tender Information

Tender ID

2025_LSGD_779006_1

Reference Number

17/AE/LSGD/NDR/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Naduvannur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of Preliminary agreement in plain paper in the form of VI (2) of SBD (.pdf)

RequiredScanned Copy of Valid Registration certificate (Contractor license) (.pdf)

RequiredTender Documents (SBD with NIT) downloaded from etender web site (.pdf)

RequiredSigned copy of Integrity Pact in the form of VI (3)of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Affidavit in the form of (4) of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Tender form in the form of VI (1) of SBD duly filled and signed (.pdf)

RequiredScanned Copy of PAN CARD and Aadhaar Card (.pdf)

RequiredScanned Copy of GST Registration (.pdf)

RequiredDuly filled and signed copyof Requisition for e-Payment in the form of VI (6) of SBD (.pdf)

RequiredQuoted Tender Schedule (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,164

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Nov 2025

Published

26 Jul 2025

Bid Opening

4 Aug 2025

Download Starts

26 Jul 2025

Download Ends

2 Aug 2025

Submission Starts

26 Jul 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

RAMSHID. K.K

L1₹8.1 LAccepted-AOC

KERALA KL | WAYANAD | KERALA | 670644

K.K. ABU KANDAMKULANGARA

L2₹8.5 L+₹35,557.21 (4.38%)Rejected-AOC

Sl No	Description	Qty	Unit	K.K. ABU KANDAMKULANGARA L2	RAMSHID. K.K L1
1.00DSR 2021
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.	31.5	cum	14.81 ₹466.52	14.18 ₹446.67 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	21	cum	3,077.04 ₹64,617.84	2,947.8 ₹61,903.8 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)	31.5	cum	8,784.48 ₹2,76,711.12	8,415.53 ₹2,65,089.2 Lowest
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	81.84	cum	65.78 ₹5,383.44	63.01 ₹5,156.74 Lowest
1.00	OD160474/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (without compaction)<br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	37.2	cum	2,893.71 ₹1,07,646.01	2,772.17 ₹1,03,124.72 Lowest
1.01	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)	44.64	cum	8,775.72 ₹3,91,748.14	8,407.14 ₹3,75,294.73 Lowest

Sl No

Description

Qty

Unit

K.K. ABU KANDAMKULANGARA

RAMSHID. K.K

1.00DSR 2021

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.

31.5

cum

14.81

₹466.52

14.18

₹446.67

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

cum

3,077.04

₹64,617.84

2,947.8

₹61,903.8

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)

31.5

cum

8,784.48

₹2,76,711.12

8,415.53

₹2,65,089.2

Lowest

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.

81.84

cum

65.78

₹5,383.44

63.01

₹5,156.74

Lowest

1.00

OD160474/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (without compaction) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

37.2

cum

2,893.71

₹1,07,646.01

2,772.17

₹1,03,124.72

Lowest

1.01

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)

44.64

cum

8,775.72

₹3,91,748.14

8,407.14

₹3,75,294.73

Lowest