Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Thazhekode gramapanchayth 2024-25 Imrovment to Jumamasjid Pattanipadi Road in ward 02(pro.no.112)

Local Self Government Department

Thazhekkode | Malappuram, Kerala

Amount: Refer DocsCloses: 11 Mar 2026Closed

Timeline

Published4 Mar 2026
Closed11 Mar 2026
Technical Evaluation24 May 2026
Financial Evaluation24 May 2026
Awarded2 Jun 2026

Bids

Percentage

2 Bids2 Jun 2026

#	Company	Amount	Rank	Status
1	K.T. JAMSHAD ABBAS L1₹2.5 LAccepted-AOC	₹2.5 L Quoted ₹1.4 L	L1	Accepted-AOC AOC
2	MOHAMMED FAISAL P T L2₹1.4 L+₹3,820.73 (2.80%)Rejected-Finance POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 \| MALAPPURAM \| MALAPPURAM \| KERALA \| 679341	₹1.4 L+₹3,820.73 (2.80%)	L2	Rejected-Finance L2

Tender Value

Refer Docs

EMD Value

₹3,411

Closing Date

11 Mar 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer Thazhekkode Grama Panchayath

Work Description

Annual Plan-Thazhekode gramapanchayth 2024-25 Imrovment to Jumamasjid Pattanipadi Road in ward 02(pro.no.112)

Tender Information

Tender ID

2026_LSGD_843342_6

Reference Number

03/AE/LID and EW/TKD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Thazhekkode

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPreliminary agreement, Affidavit, Form Of Tender, Tender fee, NIT and SBD (.rar)

RequiredIntegrity Pact, E Payment form, Aadhar card, License , Pancard, Gst Certificate (.rar)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,411

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Jul 2026

Published

4 Mar 2026

Bid Opening

12 Mar 2026

Download Starts

4 Mar 2026

Download Ends

11 Mar 2026

Submission Starts

4 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 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	-	sqm	295.49	-
1.002	5.2.1a:Tack Coat<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.	-	sqm	13.73	-
1.003	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)	-	sqm	275.36	-
1.004	OD244896/2025-2026: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	-	sqm	33.75	-
1.005	4.1.A.1: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	-	cum	3,077.04	-
1.006	OD244895/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	8,446.62	-
1.007	OD244899/2025-2026: 4 Providing and fixing Granite of any colour and shade for name board , of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand ) , including all charges etc. complete at all , levels,including lettering&fixing	-	no	2,894.59	-

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

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 • 0.35 MB

Work Item Documents

BOQ_1423345.xls

BOQ • 0.31 MB

112.rar

Tender Documents • 1.71 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

K.T. JAMSHAD ABBAS

L1₹2.5 LAccepted-AOC

MOHAMMED FAISAL P T

L2₹1.4 L+₹3,820.73 (2.80%)Rejected-Finance

POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 | MALAPPURAM | MALAPPURAM | KERALA | 679341

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.	-	sqm	295.49	-
1.002	5.2.1a:Tack Coat<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.	-	sqm	13.73	-
1.003	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)	-	sqm	275.36	-
1.004	OD244896/2025-2026: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	-	sqm	33.75	-
1.005	4.1.A.1: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	-	cum	3,077.04	-
1.006	OD244895/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	8,446.62	-
1.007	OD244899/2025-2026: 4 Providing and fixing Granite of any colour and shade for name board , of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand ) , including all charges etc. complete at all , levels,including lettering&fixing	-	no	2,894.59	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concreting

1.001

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.

sqm

295.49

1.002

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.

sqm

13.73

1.003

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

275.36

1.004

OD244896/2025-2026: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

sqm

33.75

1.005

4.1.A.1: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

cum

3,077.04

1.006

OD244895/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

8,446.62

1.007

OD244899/2025-2026: 4 Providing and fixing Granite of any colour and shade for name board , of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand ) , including all charges etc. complete at all , levels,including lettering&fixing

2,894.59