Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Erattupetta Muncipality Project No 122/26-27-Irappankuzhi - Lakshamveed road and Fire station CCM road maintenance ward 22

Local Self Government Department

Erattupetta Municipality Ward 22 | Kottayam, Kerala

Amount: ₹1.7 LCloses: 13 Aug 2026Closed

Timeline

Published3 Aug 2026
Closed13 Aug 2026
Technical Evaluation14 Aug 2026
Financial Evaluation2 Sept 2026
Awarded9 Sept 2026

Bids

Percentage

2 Bids9 Sept 2026

#	Company	Amount	Rank	Status
1	MANSOOR P.A L1₹1.7 LAccepted-AOC	₹1.7 L	L1	Accepted-AOC L1
2	Althaf P Arif L2₹1.7 L+₹16.95 (0.01%)Rejected-Finance	₹1.7 L+₹16.95 (0.01%)	L2	Rejected-Finance L2

Tender Value

₹1.7 L

EMD Value

₹4,237

Closing Date

13 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer, Erattupetta Municipality

Address

O/o the AE LID EW Erattupetta Municipality

Work Description

Annual Plan-Erattupetta Muncipality Project No 122/26-27-Irappankuzhi - Lakshamveed road and Fire station CCM road maintenance ward 22

Tender Information

Tender ID

2026_LSGD_863844_3

Reference Number

E2- 4564971-2026 Dt 03-08-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Erattupetta Municipality Ward 22

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittance and Bid submission fee remittance duly filled and signed by contractor (.pdf)

RequiredBid submission letter as per item no-1 Part VI duly filled and signed by the contractor. (.pdf)

RequiredIntegrity pact certificate as per item no-3 Part VI duly filled and signed by the contractor. (.pdf)

RequiredPreliminary agreement as per item no-2 Part VI duly filled and signed by the contractor. (.pdf)

RequiredRequisition for e-payment as per item no-6 Part VI duly filled and signed by the contractor. (.pdf)

RequiredAffidavit as per item no-4 Part- VI duly filled and signed by the contractor. (.pdf)

RequiredBidder valid registration certificate, GST, and PAN. (.pdf)

RequiredStandard Bid documents duly filled and signed by the contractor. (.pdf)

RequiredSigned BOQ (.xls)

RequiredDeclaration duly filled and signed by the contractor. (.pdf)

RequiredContractors GST certificate. (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,237

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

3 Aug 2026

Bid Opening

14 Aug 2026

Download Starts

3 Aug 2026

Download Ends

13 Aug 2026

Submission Starts

3 Aug 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1LAKSHAM VEEDU ROAD
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1	cum	1,834.08	₹1,832.25
1.002	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	-	cum	9,186.73	-
1.003	OD122875/2026-2027:OD102389/2026-2027 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (Modified 11.4.1.1)	-	cum	8,655.27	-
2CCM FIRESTATION ROAD- FRESH
2.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	1	sqm	16.01	₹15.99
2.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	66.84	-
2.003	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	3,750.64	-
2.004	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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	409.92	-
2.005	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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	80.37	₹80.29

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 • 0.69 MB

Work Item Documents

TenderDoc.pdf

Tender Documents • 3.13 MB

viewsbd122.pdf

Ready to Participate?

Download all tender documents and submit your bid

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Company

MANSOOR P.A

L1₹1.7 LAccepted-AOC

Althaf P Arif

L2₹1.7 L+₹16.95 (0.01%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1LAKSHAM VEEDU ROAD
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1	cum	1,834.08	₹1,832.25
1.002	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	-	cum	9,186.73	-
1.003	OD122875/2026-2027:OD102389/2026-2027 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (Modified 11.4.1.1)	-	cum	8,655.27	-
2CCM FIRESTATION ROAD- FRESH
2.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	1	sqm	16.01	₹15.99
2.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	66.84	-
2.003	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	3,750.64	-
2.004	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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	409.92	-
2.005	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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	80.37	₹80.29

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1LAKSHAM VEEDU ROAD

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

cum

1,834.08

₹1,832.25

1.002

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

cum

9,186.73

1.003

OD122875/2026-2027:OD102389/2026-2027 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (Modified 11.4.1.1)

cum

8,655.27

2CCM FIRESTATION ROAD- FRESH

2.001

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

16.01

₹15.99

2.002

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

66.84

2.003

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

3,750.64

2.004

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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

409.92

2.005

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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

80.37

₹80.29