Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Annual Plan 2025-26 Chungathara GP- 190/26 THALANJI PATHIRIPPADAM ROAD RENOVATION IN WARD-5 -190/26 -General Civil Work

Local Self Government Department

Chungathara GP | Malappuram, Kerala

Amount: ₹3.8 LCloses: 13 Mar 2026Closed

Timeline

Published5 Mar 2026
Closed13 Mar 2026
Awarded30 Jun 2026

Bids

Percentage

2 Bids30 Jun 2026

#	Company	Amount	Rank	Status
1	MANOJ THARIYARA L1₹3.8 LAccepted-AOC	₹3.8 L	L1	Accepted-AOC Accepted Vide Resolution No.3(1) dtd.07-05-2026 of CHUNGATHARA GP
2	MUHAMMED SADIQUE K L2₹4.0 L+₹21,469.52 (5.63%)Rejected-AOC	₹4.0 L+₹21,469.52 (5.63%)	L2	Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder

Tender Value

₹3.8 L

EMD Value

₹9,534

Closing Date

13 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Assistant Engineer LID EW Section Chungathara Grama Panchayat

Work Description

Annual Plan-Annual Plan 2025-26 Chungathara GP- 190/26 THALANJI PATHIRIPPADAM ROAD RENOVATION IN WARD-5 -190/26 -General Civil Work

Tender Information

Tender ID

2026_LSGD_843324_3

Reference Number

11/AE/CHKTA/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

360 days

Location

Chungathara GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

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)

RequiredGST,PAN,LICENCE (.pdf)

RequiredBIDSUBMISSION FEE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹845

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,534

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Jun 2026

Published

5 Mar 2026

Bid Opening

16 Mar 2026

Download Starts

5 Mar 2026

Download Ends

13 Mar 2026

Submission Starts

5 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road renovation
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	14.7	-
1.002	OD466505/2025-2026:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m	1	cum	344.22	₹343.88
1.003	OD466607/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6	-	cum	7,950.03	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	-	cum	8,080.08	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1	tonne	92,253.53	₹92,161.28
1.006	12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20	-	cum	9,605.33	-
1.007	OD466504/2025-2026:[OD FROM 4.11.2 ]Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	-	cum	2,134.24	-
1.008	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	1	cum	3,449.92	₹3,446.47
1.009	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	293.75	-

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

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.56 MB

Work Item Documents

BOQ_1423294.xls

BOQ • 0.22 MB

190.rar

Tender Documents • 4.36 MB

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Company

MANOJ THARIYARA

L1₹3.8 LAccepted-AOC

MUHAMMED SADIQUE K

L2₹4.0 L+₹21,469.52 (5.63%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road renovation
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	14.7	-
1.002	OD466505/2025-2026:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m	1	cum	344.22	₹343.88
1.003	OD466607/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6	-	cum	7,950.03	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	-	cum	8,080.08	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	1	tonne	92,253.53	₹92,161.28
1.006	12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20	-	cum	9,605.33	-
1.007	OD466504/2025-2026:[OD FROM 4.11.2 ]Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	-	cum	2,134.24	-
1.008	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	1	cum	3,449.92	₹3,446.47
1.009	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	293.75	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road renovation

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

sqm

14.7

1.002

OD466505/2025-2026:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

cum

344.22

₹343.88

1.003

OD466607/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6

cum

7,950.03

1.004

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

cum

8,080.08

1.005

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

tonne

92,253.53

₹92,161.28

1.006

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

cum

9,605.33

1.007

OD466504/2025-2026:[OD FROM 4.11.2 ]Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

cum

2,134.24

1.008

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

₹3,446.47

1.009

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

293.75