Kerala

AOC

Works

Civil Works - Roads

Melattur GP Annual Plan 25 26 Proj No 349 25 26 Mambarakunnu Palathumukk road maintanance Ward 1

Local Self Government Department

AE LSGD SECTION, MELATUR GP | Malappuram, Kerala

Amount: ₹65,495Closes: 17 Mar 2026Closed

Timeline

Published9 Mar 2026
Closed17 Mar 2026
Technical Evaluation17 Jun 2026
Financial Evaluation14 Aug 2026
Awarded14 Sept 2026

Bids

Percentage

2 Bids14 Sept 2026

#	Company	Amount	Rank	Status
1	MUHAMMED SAMEER 1₹65,494.62Accepted-AOC	₹65,494.62	1	Accepted-AOC L1
2	chaliyathodi 2₹67,131.99+₹1,637.37 (2.50%)Rejected-AOC	₹67,131.99+₹1,637.37 (2.50%)	2	Rejected-AOC L2

Tender Value

₹65,495

EMD Value

₹1,637

Closing Date

17 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

AE LSGD melattur gp

Address

AE LSGD MELATTUR GP

Work Description

Tarring

Tender Information

Tender ID

2026_LSGD_845165_3

Reference Number

07/AE/LID EW/MLTR/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

AE LSGD SECTION, MELATUR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled an d signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

Requiredcopy of NIT and SBD (.pdf)

RequiredGST registration form (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1,637

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Sept 2026

Published

9 Mar 2026

Bid Opening

19 Mar 2026

Download Starts

9 Mar 2026

Download Ends

17 Mar 2026

Submission Starts

9 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TARRING
1.001	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	-	cum	3,449.92	-
1.002	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	1	sqm	76.67	₹76.59
1.003	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.	1	sqm	16.53	₹16.51
1.004	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)	1	sqm	273.18	₹272.91

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_1427383.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 • 1.17 MB

Work Item Documents

nit.pdf

Tender Documents • 0.03 MB

BOQ_1427383.xls

BOQ • 0.31 MB

sbd.pdf

Tender Documents • 1.64 MB

Ready to Participate?

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Company

MUHAMMED SAMEER

1₹65,494.62Accepted-AOC

chaliyathodi

2₹67,131.99+₹1,637.37 (2.50%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TARRING
1.001	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	-	cum	3,449.92	-
1.002	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	1	sqm	76.67	₹76.59
1.003	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.	1	sqm	16.53	₹16.51
1.004	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)	1	sqm	273.18	₹272.91

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD TARRING

1.001

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

cum

3,449.92

1.002

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

sqm

76.67

₹76.59

1.003

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.

sqm

16.53

₹16.51

1.004

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)

sqm

273.18

₹272.91