Kerala

AOC

Works

Civil Works - Roads

Anual Plan-East Eleri GP-2025-26- Project No 206/26 - Kannivayal St.Jode Road Improvement works-General Civil Works

Local Self Government Department

EAST ELERI | Kasaragod, Kerala

Amount: ₹5.9 LCloses: 15 Oct 2025Closed

Timeline

Published6 Oct 2025
Closed15 Oct 2025
Awarded22 Nov 2025

Bids

Item Rate

2 Bids22 Nov 2025

#	Company	Amount	Rank	Status
1	Lancy N Kurian L1₹5.9 LAccepted-AOC	₹5.9 L	L1	Accepted-AOC L1
2	Pratheesh M L2₹6.0 L+₹13,331.95 (2.26%)Rejected-AOC	₹6.0 L+₹13,331.95 (2.26%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	Pratheesh M L2	Lancy N Kurian L1
1.00CONCRETE AND RETARING
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.	36.9	cum	15.45 ₹570.11	15.11 ₹557.56 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)	36.9	cum	9,176.94 ₹3,38,629.09	8,974.51 ₹3,31,159.42 Lowest
1.00	3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	7.38	cum	626.69 ₹4,624.97	612.86 ₹4,522.91 Lowest
1.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)	92.12	sqm	396.34 ₹36,512.82	387.6 ₹35,707.65 Lowest
1.00	5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	750	sqm	14.05 ₹10,537.5	13.74 ₹10,305 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)	750	sqm	284.54 ₹2,13,405	278.26 ₹2,08,695 Lowest

Tender Value

₹5.9 L

EMD Value

₹14,811

Closing Date

15 Oct 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

ASSISTANT ENGINEER LID EW SECTION EAST ELERI GRAMA PANCHAYAT

Work Description

Anual Plan-East Eleri GP-2025-26- Project No 206/26 - Kannivayal St.Jode Road Improvement works-General Civil Works

Tender Information

Tender ID

2025_LSGD_805788_4

Reference Number

04/2025/AE/LIDEW/EEEGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

EAST ELERI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPreliminary Agreement (.pdf)

RequiredCopy of E-Payment form (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredSBD (.pdf)

RequiredScanned Copy Of Contractors Registration Certificate (.pdf)

RequiredGST Registration Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,811

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Nov 2025

Published

6 Oct 2025

Bid Opening

17 Oct 2025

Download Starts

6 Oct 2025

Download Ends

15 Oct 2025

Submission Starts

6 Oct 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_1341783.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?

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Company

Lancy N Kurian

L1₹5.9 LAccepted-AOC

Pratheesh M

L2₹6.0 L+₹13,331.95 (2.26%)Rejected-AOC

Sl No	Description	Qty	Unit	Pratheesh M L2	Lancy N Kurian L1
1.00CONCRETE AND RETARING
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.	36.9	cum	15.45 ₹570.11	15.11 ₹557.56 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)	36.9	cum	9,176.94 ₹3,38,629.09	8,974.51 ₹3,31,159.42 Lowest
1.00	3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	7.38	cum	626.69 ₹4,624.97	612.86 ₹4,522.91 Lowest
1.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)	92.12	sqm	396.34 ₹36,512.82	387.6 ₹35,707.65 Lowest
1.00	5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	750	sqm	14.05 ₹10,537.5	13.74 ₹10,305 Lowest
1.01	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)	750	sqm	284.54 ₹2,13,405	278.26 ₹2,08,695 Lowest

Sl No

Description

Qty

Unit

Pratheesh M

Lancy N Kurian

1.00CONCRETE AND RETARING

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.

36.9

cum

15.45

₹570.11

15.11

₹557.56

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)

36.9

cum

9,176.94

₹3,38,629.09

8,974.51

₹3,31,159.42

Lowest

1.00

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

7.38

cum

626.69

₹4,624.97

612.86

₹4,522.91

Lowest

1.00

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)

92.12

sqm

396.34

₹36,512.82

387.6

₹35,707.65

Lowest

1.00

5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

750

sqm

14.05

₹10,537.5

13.74

₹10,305

Lowest

1.01

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)

750

sqm

284.54

₹2,13,405

278.26

₹2,08,695

Lowest