Kerala

AOC

Works

Civil Works - Roads

Anual Plan-East Eleri GP-2025-26- Project No -86/26 - Kannivayal Nirathinthattu Road Improvement works

Local Self Government Department

EAST ELERI | Kasaragod, Kerala

Amount: ₹19.5 LCloses: 22 Sept 2025Closed

Timeline

Published12 Sept 2025
Closed22 Sept 2025
Awarded20 Nov 2025

Bids

Item Rate

2 Bids20 Nov 2025

#	Company	Amount	Rank	Status
1	V V Manojan L2₹19.5 L+₹97,659.63 (5.01%)Accepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 \| KASARAGOD \| KERALA \| 671532	₹19.5 L+₹97,659.63 (5.01%) Quoted ₹20.5 L	L2	Accepted-AOC L1
2	V V BALAN L1₹19.5 LRejected-AOC	₹19.5 L	L1	Rejected-AOC L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	V V Manojan L1	V V BALAN L2
1.00Road Retarring
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)	221.75	sqm	388 ₹86,039 Lowest	408 ₹90,474
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.	1,320	sqm	13.5 ₹17,820 Lowest	14.46 ₹19,087.2
1.00	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)	1,320	sqm	270 ₹3,56,400 Lowest	292.9 ₹3,86,628
1.00	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	248	cum	60 ₹14,880 Lowest	67.76 ₹16,804.48
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.	74.4	cum	2,100 ₹1,56,240 Lowest	2,454.95 ₹1,82,648.28
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	148.8	cum	8,850 ₹13,16,880 Lowest	9,074.44 ₹13,50,276.67

Tender Value

₹19.5 L

EMD Value

₹48,713

Closing Date

22 Sept 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 -86/26 - Kannivayal Nirathinthattu Road Improvement works

Tender Information

Tender ID

2025_LSGD_796505_1

Reference Number

03/2025/AE/LIDEW/EEGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

EAST ELERI

Source Website

Subscribe to view

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

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹48,713

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Nov 2025

Published

12 Sept 2025

Bid Opening

24 Sept 2025

Download Starts

12 Sept 2025

Download Ends

22 Sept 2025

Submission Starts

12 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_1318286.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?

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

V V Manojan

L2₹19.5 L+₹97,659.63 (5.01%)Accepted-AOC

SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532

V V BALAN

L1₹19.5 LRejected-AOC

Sl No	Description	Qty	Unit	V V Manojan L1	V V BALAN L2
1.00Road Retarring
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)	221.75	sqm	388 ₹86,039 Lowest	408 ₹90,474
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.	1,320	sqm	13.5 ₹17,820 Lowest	14.46 ₹19,087.2
1.00	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)	1,320	sqm	270 ₹3,56,400 Lowest	292.9 ₹3,86,628
1.00	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	248	cum	60 ₹14,880 Lowest	67.76 ₹16,804.48
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.	74.4	cum	2,100 ₹1,56,240 Lowest	2,454.95 ₹1,82,648.28
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	148.8	cum	8,850 ₹13,16,880 Lowest	9,074.44 ₹13,50,276.67

Sl No

Description

Qty

Unit

V V Manojan

V V BALAN

1.00Road Retarring

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)

221.75

sqm

388

₹86,039

Lowest

408

₹90,474

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.

1,320

sqm

13.5

₹17,820

Lowest

14.46

₹19,087.2

1.00

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)

1,320

sqm

270

₹3,56,400

Lowest

292.9

₹3,86,628

1.00

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

248

cum

₹14,880

Lowest

67.76

₹16,804.48

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.

74.4

cum

2,100

₹1,56,240

Lowest

2,454.95

₹1,82,648.28

1.01

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

148.8

cum

8,850

₹13,16,880

Lowest

9,074.44

₹13,50,276.67