Kerala

AOC

Works

Civil Works - Roads

Annual Plan Kalpetta Block Panchayath 2025 2026 Project no 112 25 26 Construction of Arappatta 6th Number Nellimunda road at Arappatta Division Amount 800000 CFC Basic Grant General Civil Work

Local Self Government Department

Kalpetta | Wayanad, Kerala

Amount: ₹6.8 LCloses: 18 Sept 2025Closed

Timeline

Published11 Sept 2025
Closed18 Sept 2025
Awarded22 Nov 2025

Bids

Item Rate

2 Bids22 Nov 2025

#	Company	Amount	Rank	Status
1	ABDUL SATHAR P M L1₹6.7 LAccepted-AOC	₹6.7 L	L1	Accepted-AOC L1
2	RISHAD P M Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	ABDUL SATHAR P M L1	RISHAD P M L2
1.00Road Maintenance
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.	933	sqm	20.5 ₹19,126.5	18.73 ₹17,475.09 Lowest
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.	169.2	sqm	306.7 ₹51,893.64 Lowest	306.7 ₹51,893.64 Lowest
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	933	sqm	289 ₹2,69,637	280 ₹2,61,240 Lowest
1.00	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)	38.88	cum	8,400 ₹3,26,550 Lowest	8,800 ₹3,42,100
1.00	OD196451/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm	1	1 nos	3,000 ₹3,000 Lowest	3,000 ₹3,000 Lowest
1.01	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	38.88	cum	59 ₹2,293.63 Lowest	59 ₹2,293.63 Lowest

Tender Value

₹6.8 L

EMD Value

₹16,942

Closing Date

18 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Asst Engineer

Address

Assistant Engineer LID WE SUB DIVISION KALPETTA

Work Description

Annual Plan Kalpetta Block Panchayath 2025 2026 Project no 112 25 26 Construction of Arappatta 6th Number Nellimunda road at Arappatta Division Amount 800000 CFC Basic Grant General Civil Work

Tender Information

Tender ID

2025_LSGD_795539_8

Reference Number

AEE/LID(EW)KPTA/2/2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Kalpetta

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredAffidavit (.pdf)

RequiredE payment (.pdf)

RequiredFOT (.pdf)

RequiredIPACT (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredLicense (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,942

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Nov 2025

Published

11 Sept 2025

Bid Opening

20 Sept 2025

Download Starts

11 Sept 2025

Download Ends

18 Sept 2025

Submission Starts

11 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

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 • 0.04 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

ABDUL SATHAR P M

L1₹6.7 LAccepted-AOC

RISHAD P M

Rejected-Technical

Sl No	Description	Qty	Unit	ABDUL SATHAR P M L1	RISHAD P M L2
1.00Road Maintenance
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.	933	sqm	20.5 ₹19,126.5	18.73 ₹17,475.09 Lowest
1.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.	169.2	sqm	306.7 ₹51,893.64 Lowest	306.7 ₹51,893.64 Lowest
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	933	sqm	289 ₹2,69,637	280 ₹2,61,240 Lowest
1.00	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)	38.88	cum	8,400 ₹3,26,550 Lowest	8,800 ₹3,42,100
1.00	OD196451/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm	1	1 nos	3,000 ₹3,000 Lowest	3,000 ₹3,000 Lowest
1.01	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	38.88	cum	59 ₹2,293.63 Lowest	59 ₹2,293.63 Lowest

Sl No

Description

Qty

Unit

ABDUL SATHAR P M

RISHAD P M

1.00Road Maintenance

1.00

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.

933

sqm

20.5

₹19,126.5

18.73

₹17,475.09

Lowest

1.00

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.

169.2

sqm

306.7

₹51,893.64

Lowest

306.7

₹51,893.64

Lowest

1.00

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)

933

sqm

289

₹2,69,637

280

₹2,61,240

Lowest

1.00

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)

38.88

cum

8,400

₹3,26,550

Lowest

8,800

₹3,42,100

1.00

OD196451/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm

1 nos

3,000

₹3,000

Lowest

3,000

₹3,000

Lowest

1.01

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

38.88

cum

₹2,293.63

Lowest

₹2,293.63

Lowest