Kerala

AOC

Works

Civil Works - Roads

327/26 VATTAPPILAKKAL PP PADI ROAD TARRING-

Local Self Government Department

LIDEW SECTION KALIKAVU GP | Malappuram, Kerala

Amount: ₹1.3 LCloses: 31 Oct 2025Closed

Timeline

Published23 Oct 2025
Closed31 Oct 2025
Awarded21 Nov 2025

Bids

Item Rate

1 Bid21 Nov 2025

#	Company	Amount	Rank	Status
1	AKBAR MANCHERRY L1₹1.3 LAccepted-AOC	₹1.3 L	L1	Accepted-AOC accepted As per board resolution number 1/1 dated 3.11.2025

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	AKBAR MANCHERRY L1
1.00Road
1.00	OD263259/2025-2026:Surface dressing of the ground including removing vegetations and in equalities not exceeding 15cm deep disposal of rubbish lead up to 50 and lift up to 1.50m- All kind of soil	103.5	1 sqm	29 ₹3,001.5 Lowest
1.00	OD268782/2025-2026: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 (MORD 4.1.A.1)	10.35	cum	3,034.9 ₹31,411.22 Lowest
1.00	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	15.53	cum	3,449.92 ₹53,560.01 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity <br> 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	103.5	sqm	75.89 ₹7,854.62 Lowest
1.00	5.2.3a:Tack Coat <br>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.	103.5	sqm	16.39 ₹1,696.37 Lowest
1.01	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)	103.5	sqm	275.36 ₹28,499.76 Lowest

Tender Value

₹1.3 L

EMD Value

₹3,163

Closing Date

31 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

JASNA P T

Address

The Assistant Engineer, LID EW Section ,Kalikavu Grama Panchayat

Work Description

327/26 VATTAPPILAKKAL PP PADI ROAD TARRING-

Tender Information

Tender ID

2025_LSGD_813524_2

Reference Number

04/TN/AE/LIDEW/KKV/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

LIDEW SECTION KALIKAVU 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

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.rar)

RequiredSCANNED COPY OF E - PAYMENT FORM (.rar)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.rar)

RequiredSCANNED COPY OF AFFIDAVIT (.rar)

RequiredSCANNED COPY OF FORM OF TENDER (.rar)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.rar)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,163

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Nov 2025

Published

23 Oct 2025

Bid Opening

3 Nov 2025

Download Starts

23 Oct 2025

Download Ends

31 Oct 2025

Submission Starts

23 Oct 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

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Tendernotice_2.pdf

PDF • 0.02 MB

Tendernotice_3.pdf

PDF • 0.02 MB

Work Item Documents

327.rar

Tender Documents • 1.15 MB

BOQ_1360878.xls

BOQ • 0.30 MB

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Company

AKBAR MANCHERRY

L1₹1.3 LAccepted-AOC

Sl No	Description	Qty	Unit	AKBAR MANCHERRY L1
1.00Road
1.00	OD263259/2025-2026:Surface dressing of the ground including removing vegetations and in equalities not exceeding 15cm deep disposal of rubbish lead up to 50 and lift up to 1.50m- All kind of soil	103.5	1 sqm	29 ₹3,001.5 Lowest
1.00	OD268782/2025-2026: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 (MORD 4.1.A.1)	10.35	cum	3,034.9 ₹31,411.22 Lowest
1.00	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	15.53	cum	3,449.92 ₹53,560.01 Lowest
1.00	5.1.1a:Prime Coat :- Low porosity <br> 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	103.5	sqm	75.89 ₹7,854.62 Lowest
1.00	5.2.3a:Tack Coat <br>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.	103.5	sqm	16.39 ₹1,696.37 Lowest
1.01	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)	103.5	sqm	275.36 ₹28,499.76 Lowest

Sl No

Description

Qty

Unit

AKBAR MANCHERRY

1.00Road

1.00

OD263259/2025-2026:Surface dressing of the ground including removing vegetations and in equalities not exceeding 15cm deep disposal of rubbish lead up to 50 and lift up to 1.50m- All kind of soil

103.5

1 sqm

₹3,001.5

Lowest

1.00

OD268782/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material (MORD 4.1.A.1)

10.35

cum

3,034.9

₹31,411.22

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

15.53

cum

3,449.92

₹53,560.01

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

103.5

sqm

75.89

₹7,854.62

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.

103.5

sqm

16.39

₹1,696.37

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)

103.5

sqm

275.36

₹28,499.76

Lowest