Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan 50/27Maintenance of chirapurem kulathinkal bennypadi road in ward 8

Local Self Government Department

Ayroor | Pathanamthitta, Kerala

Amount: ₹4.3 LCloses: 10 Sept 20268 Sept 2026Closed

Timeline

Published1 Sept 2026
Closed10 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids29 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	BALACHANDRAN NAIR. M.V L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance	-1.30%	₹4.3 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	RAHUL RAJ B L2₹4.3 L+₹5,612.51 (1.32%)Admitted-Fee/PreQual/Technical/Finance	+0.00%	₹4.3 L+₹5,612.51 (1.32%)	L2	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 8 Sept 2026Submission Ends:8 Sept 202610 Sept 2026

Date changes

Download Ends8 Sept 202610 Sept 2026Submission Ends8 Sept 202610 Sept 2026

Tender Value

₹4.3 L

EMD Value

₹10,793

Closing Date

10 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer LID AND EW Section Ayroor GP

Address

Assistant Engineer LID AND EW Section Ayroor GP

Work Description

Annual Plan 50/27 Maintenance of chirapurem kulathinkal bennypadi road in ward 8

Tender Information

Tender ID

2026_LSGD_866877_12

Reference Number

01/AE/LIDANDEW/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

Ayroor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPreliminary agreement (.pdf)

Requiredaffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredEpayment form (.pdf)

RequiredIntegrity Pact certificate (.pdf)

Requiredlicense and GST Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹955

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,793

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

1 Sept 2026

Bid Opening

10 Sept 2026

Download Starts

1 Sept 2026

Download Ends

10 Sept 2026

Submission Starts

1 Sept 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	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	473.97	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.	1	sqm	24.09	₹24.07
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)	1	sqm	363.85	₹363.49
2Concreting
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	-
2.002	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	9,554.21	₹9,544.66
3Irish Drain
3.001	OD103795/2026-2027:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil.	-	sqm	35.62	-
3.002	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	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1467796.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 • 0.28 MB

Work Item Documents

BOQ_1467796.xls

BOQ • 0.32 MB

viewsbd.pdf

Tender Documents • 1.99 MB

Corrigendum Documents

Corrigendum.pdf

PDF • 0.17 MB

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Company

BALACHANDRAN NAIR. M.V

L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance

RAHUL RAJ B

L2₹4.3 L+₹5,612.51 (1.32%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	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	473.97	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.	1	sqm	24.09	₹24.07
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)	1	sqm	363.85	₹363.49
2Concreting
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	-
2.002	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	9,554.21	₹9,544.66
3Irish Drain
3.001	OD103795/2026-2027:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil.	-	sqm	35.62	-
3.002	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	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retarring

1.001

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

473.97

1.002

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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

24.09

₹24.07

1.003

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)

sqm

363.85

₹363.49

2Concreting

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

2.002

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

9,554.21

₹9,544.66

3Irish Drain

3.001

OD103795/2026-2027:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil.

sqm

35.62

3.002

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