Tender ID

Kerala

AOC

Works

Civil Works - Roads

Annual plan 2025-26 142/26 DENTAL COLLEGE KOTEERI SC COLONY RAOD IN VATTAMKULAM GP

Local Self Government Department

VATTAMKULAM GP | Malappuram, Kerala

Amount: ₹3.4 LCloses: 23 Oct 2025Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published16 Oct 2025
Closed23 Oct 2025
Awarded27 Jan 2026

Bids

Item Rate

2 Bids27 Jan 2026

#	Company	Amount	Rank	Status
1	K V FIROSE L1₹3.4 LAccepted-AOC	₹3.4 L	L1	Accepted-AOC L1
2	RIYAS K V Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	K V FIROSE L1	RIYAS K V L2
1.00RETARRING
1.00	5.5.A.1a:Modified Penetration Macadam 50 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.	142	sqm	295.49 ₹41,959.58 Lowest	320 ₹45,440
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.	736	sqm	13.73 ₹10,105.28 Lowest	15 ₹11,040
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)	736	sqm	275.36 ₹2,02,664.96 Lowest	300 ₹2,20,800
2.00SIDE PROTECTION
2.00	OD130856/2025-2026:Filling with Quarrymuck filling up low lying and water logged areas with local material/quarrymuck,spreading in layers , levelling the top at site and consolidation by ramming, etc complete for complete for improving the CBR value of subgrade	7.15	cum	944.28 ₹6,751.6 Lowest	1,030 ₹7,364.5
2.00	4.11.1: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. (i) Using naturally occuring gravel	7.15	cum	2,290.51 ₹16,377.15 Lowest	2,550 ₹18,232.5
2.00	OD213323/2025-2026:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.15	cum	8,446.62 ₹60,393.33 Lowest	9,200 ₹65,780

Tender Value

₹3.4 L

EMD Value

₹8,456

Closing Date

23 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER LIDEW SECTION VATTAMKULAM GP

Address

o/O ASST ENGINEER LIDEW SECTION VATTAMKULAM GP

Work Description

Annual plan 2025-26 142/26 DENTAL COLLEGE KOTEERI SC COLONY RAOD IN VATTAMKULAM GP

Tender Information

Tender ID

2025_LSGD_810261_1

Reference Number

ET9 2025 AE LIDEW VTKM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

VATTAMKULAM GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE(BOQ) (.xls)

RequiredSCANNED COPY OF PRILIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E-PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF IPACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER SITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,456

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

27 Jan 2026

Published

16 Oct 2025

Bid Opening

25 Oct 2025

Download Starts

16 Oct 2025

Download Ends

23 Oct 2025

Submission Starts

16 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_1352223.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

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_1352223.xls

BOQ • 0.30 MB

DENTAL.rar

Tender Documents • 0.70 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

K V FIROSE

L1₹3.4 LAccepted-AOC

RIYAS K V

Rejected-Technical

Sl No	Description	Qty	Unit	K V FIROSE L1	RIYAS K V L2
1.00RETARRING
1.00	5.5.A.1a:Modified Penetration Macadam 50 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.	142	sqm	295.49 ₹41,959.58 Lowest	320 ₹45,440
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.	736	sqm	13.73 ₹10,105.28 Lowest	15 ₹11,040
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)	736	sqm	275.36 ₹2,02,664.96 Lowest	300 ₹2,20,800
2.00SIDE PROTECTION
2.00	OD130856/2025-2026:Filling with Quarrymuck filling up low lying and water logged areas with local material/quarrymuck,spreading in layers , levelling the top at site and consolidation by ramming, etc complete for complete for improving the CBR value of subgrade	7.15	cum	944.28 ₹6,751.6 Lowest	1,030 ₹7,364.5
2.00	4.11.1: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. (i) Using naturally occuring gravel	7.15	cum	2,290.51 ₹16,377.15 Lowest	2,550 ₹18,232.5
2.00	OD213323/2025-2026:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.15	cum	8,446.62 ₹60,393.33 Lowest	9,200 ₹65,780

Sl No

Description

Qty

Unit

K V FIROSE

RIYAS K V

1.00RETARRING

1.00

5.5.A.1a:Modified Penetration Macadam 50 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.

142

sqm

295.49

₹41,959.58

Lowest

320

₹45,440

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.

736

sqm

13.73

₹10,105.28

Lowest

₹11,040

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)

736

sqm

275.36

₹2,02,664.96

Lowest

300

₹2,20,800

2.00SIDE PROTECTION

2.00

OD130856/2025-2026:Filling with Quarrymuck filling up low lying and water logged areas with local material/quarrymuck,spreading in layers , levelling the top at site and consolidation by ramming, etc complete for complete for improving the CBR value of subgrade

7.15

cum

944.28

₹6,751.6

Lowest

1,030

₹7,364.5

2.00

4.11.1: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. (i) Using naturally occuring gravel

7.15

cum

2,290.51

₹16,377.15

Lowest

2,550

₹18,232.5

2.00

OD213323/2025-2026:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

7.15

cum

8,446.62

₹60,393.33

Lowest

9,200

₹65,780