Tender ID

Kerala

AOC

Works

Civil Works - Roads

Annual Plan 2025 26 OF PANDIKKAD GP PRO NO 369 THEKKEY PODIYAD KUNNUMMAL ROAD TARING AT WARD 1

Local Self Government Department

Pandikkad | Malappuram, Kerala

Amount: ₹1.7 LCloses: 12 Nov 2025Closed

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Timeline

Published5 Nov 2025
Closed12 Nov 2025
Awarded6 Feb 2026

Bids

Item Rate

2 Bids6 Feb 2026

#	Company	Amount	Rank	Status
1	Prabhakaran C L1₹1.7 LAccepted-AOC	₹1.7 L	L1	Accepted-AOC L1
2	M.P. SURESH BABU Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	M.P. SURESH BABU L2	Prabhakaran C L1
1.00Road Tarring
1.00	OD350638/2025-2026:( OD From DAR 2.28.1) Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	138.45	sqm	33.75 ₹4,672.69	33 ₹4,568.85 Lowest
1.00	OD350637/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	13.85	cum	3,034.9 ₹42,018.19 Lowest	3,034.9 ₹42,018.19 Lowest
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	20.77	cum	3,449.92 ₹71,647.94 Lowest	3,449.92 ₹71,647.94 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	138.45	sqm	75.89 ₹10,506.97 Lowest	75.89 ₹10,506.97 Lowest
1.00	5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	138.45	sqm	16.39 ₹2,269.2 Lowest	16.39 ₹2,269.2 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)	138.45	sqm	275.36 ₹38,123.59 Lowest	275.36 ₹38,123.59 Lowest

Tender Value

₹1.7 L

EMD Value

₹4,231

Closing Date

12 Nov 2025, 6:55 pmClosed

Tender Inviting Organisation

Name

Ali Faisal KT

Address

Office of the Assistant Engineer, LID and EW Section, Pandikkad Grama Panchayat

Work Description

Annual Plan 2025 26 OF PANDIKKAD GP PRO NO 369 THEKKEY PODIYAD KUNNUMMAL ROAD TARING AT WARD 1

Tender Information

Tender ID

2025_LSGD_819438_3

Reference Number

04/2025/AE/LIDEW/PNKD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Pandikkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredFee remittance details (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹4,231

Important Dates

Last Activity

6 Feb 2026

Published

5 Nov 2025

Bid Opening

14 Nov 2025

Download Starts

5 Nov 2025

Download Ends

12 Nov 2025

Submission Starts

5 Nov 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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_1373567.xls

BOQ • 0.30 MB

369.rar

Tender Documents • 2.88 MB

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Company

Prabhakaran C

L1₹1.7 LAccepted-AOC

M.P. SURESH BABU

Rejected-Technical

Sl No	Description	Qty	Unit	M.P. SURESH BABU L2	Prabhakaran C L1
1.00Road Tarring
1.00	OD350638/2025-2026:( OD From DAR 2.28.1) Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	138.45	sqm	33.75 ₹4,672.69	33 ₹4,568.85 Lowest
1.00	OD350637/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	13.85	cum	3,034.9 ₹42,018.19 Lowest	3,034.9 ₹42,018.19 Lowest
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	20.77	cum	3,449.92 ₹71,647.94 Lowest	3,449.92 ₹71,647.94 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	138.45	sqm	75.89 ₹10,506.97 Lowest	75.89 ₹10,506.97 Lowest
1.00	5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	138.45	sqm	16.39 ₹2,269.2 Lowest	16.39 ₹2,269.2 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)	138.45	sqm	275.36 ₹38,123.59 Lowest	275.36 ₹38,123.59 Lowest

Sl No

Description

Qty

Unit

M.P. SURESH BABU

Prabhakaran C

1.00Road Tarring

1.00

OD350638/2025-2026:( OD From DAR 2.28.1) Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

138.45

sqm

33.75

₹4,672.69

₹4,568.85

Lowest

1.00

OD350637/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

13.85

cum

3,034.9

₹42,018.19

Lowest

3,034.9

₹42,018.19

Lowest

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

20.77

cum

3,449.92

₹71,647.94

Lowest

3,449.92

₹71,647.94

Lowest

1.00

5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

138.45

sqm

75.89

₹10,506.97

Lowest

75.89

₹10,506.97

Lowest

1.00

5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

138.45

sqm

16.39

₹2,269.2

Lowest

16.39

₹2,269.2

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)

138.45

sqm

275.36

₹38,123.59

Lowest

275.36

₹38,123.59

Lowest