Kerala

AOC

Works

Civil Works - Others

TGP 2025 26 PREVENTION OF WATER LOGGING AT KOYONKARA KIZHAKKEKARA LINK ROAD IN TRIKARIPUR GP (PRO.NO.349/26)

Local Self Government Department

Trikaripur GP | Kasaragod, Kerala

Amount: ₹5.1 LCloses: 11 Sept 2025Closed

Timeline

Published1 Sept 2025
Closed11 Sept 2025
Technical Evaluation23 Sept 2025
Financial Evaluation13 Oct 2025
Awarded17 Oct 2025

Bids

Item Rate

2 Bids17 Oct 2025

#	Company	Amount	Rank	Status
1	E RAVEENDRAN L1₹5.1 LAccepted-AOC	₹5.1 L	L1	Accepted-AOC L1
2	JAYAKUMAR P L2₹5.1 L+₹2,007 (0.40%)Rejected-Finance	₹5.1 L+₹2,007 (0.40%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (14)

Sl No	Description	Qty	Unit	E RAVEENDRAN L1	JAYAKUMAR P L2
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.	196.8	sqm	15 ₹2,952 Lowest	16 ₹3,148.8
1.00	OD232976/2025-2026: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	17.71	cum	191 ₹3,382.99 Lowest	195 ₹3,453.84
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.	1.97	cum	2,338 ₹4,601.18 Lowest	2,400 ₹4,723.2
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)	29.52	cum	8,960 ₹2,64,499.2 Lowest	8,970 ₹2,64,794.4
1.00	OD207309/2025-2026:Providing and fixing nameboard of size 75x60 cm in L25x25x5 mm framework supported by 40 mm dia GI pipe embedded in concrete including fabricating, lettering and fixing etc. at site with all cost of conveyance etc.	1	1 nos	3,238 ₹3,238 Lowest	3,300 ₹3,300
2.00Road retarring
2.00	5.2.1a:Tack Coat<br> 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.	198.8	sqm	13.7 ₹2,723.56 Lowest	14 ₹2,783.2
2.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	18.2	sqm	388 ₹7,061.6 Lowest	390 ₹7,098
2.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	198.8	sqm	278 ₹55,266.4 Lowest	280 ₹55,664

Tender Value

₹5.1 L

EMD Value

₹12,711

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 PREVENTION OF WATER LOGGING AT KOYONKARA KIZHAKKEKARA LINK ROAD IN TRIKARIPUR GP (PRO.NO.349/26)

Tender Information

Tender ID

2025_LSGD_792735_27

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

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,711

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 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_1310175.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

E RAVEENDRAN

L1₹5.1 LAccepted-AOC

JAYAKUMAR P

L2₹5.1 L+₹2,007 (0.40%)Rejected-Finance

Sl No	Description	Qty	Unit	E RAVEENDRAN L1	JAYAKUMAR P L2
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.	196.8	sqm	15 ₹2,952 Lowest	16 ₹3,148.8
1.00	OD232976/2025-2026: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	17.71	cum	191 ₹3,382.99 Lowest	195 ₹3,453.84
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.	1.97	cum	2,338 ₹4,601.18 Lowest	2,400 ₹4,723.2
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)	29.52	cum	8,960 ₹2,64,499.2 Lowest	8,970 ₹2,64,794.4
1.00	OD207309/2025-2026:Providing and fixing nameboard of size 75x60 cm in L25x25x5 mm framework supported by 40 mm dia GI pipe embedded in concrete including fabricating, lettering and fixing etc. at site with all cost of conveyance etc.	1	1 nos	3,238 ₹3,238 Lowest	3,300 ₹3,300
2.00Road retarring
2.00	5.2.1a:Tack Coat<br> 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.	198.8	sqm	13.7 ₹2,723.56 Lowest	14 ₹2,783.2
2.00	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	18.2	sqm	388 ₹7,061.6 Lowest	390 ₹7,098
2.00	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)	198.8	sqm	278 ₹55,266.4 Lowest	280 ₹55,664

Sl No

Description

Qty

Unit

E RAVEENDRAN

JAYAKUMAR P

1.00Road concrete

1.00

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.

196.8

sqm

₹2,952

Lowest

₹3,148.8

1.00

OD232976/2025-2026: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. Using department materials

17.71

cum

191

₹3,382.99

Lowest

195

₹3,453.84

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.

1.97

cum

2,338

₹4,601.18

Lowest

2,400

₹4,723.2

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)

29.52

cum

8,960

₹2,64,499.2

Lowest

8,970

₹2,64,794.4

1.00

OD207309/2025-2026:Providing and fixing nameboard of size 75x60 cm in L25x25x5 mm framework supported by 40 mm dia GI pipe embedded in concrete including fabricating, lettering and fixing etc. at site with all cost of conveyance etc.

1 nos

3,238

₹3,238

Lowest

3,300

₹3,300

2.00Road retarring

2.00

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.

198.8

sqm

13.7

₹2,723.56

Lowest

₹2,783.2

2.00

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)

18.2

sqm

388

₹7,061.6

Lowest

390

₹7,098

2.00

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)

198.8

sqm

278

₹55,266.4

Lowest

280

₹55,664