Kerala

Financial BO

Works

Civil Works - Roads

Pro.No.145/26-27 Renovation of Puravidappara Road-ward -7

Local Self Government Department

WARD 7 KAROOR GRAMAPANCHAYAT | Kottayam, Kerala

Amount: ₹3.8 LCloses: 24 Sept 2026Closed

Timeline

Published15 Sept 2026
Closed24 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

4 Bids26 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	Mathachan m vadana L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance VADANA HOUSE KUMMANNOOR \| KERALA	-8.12%	₹3.5 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	ASHKAR FAISAL L2₹3.6 L+₹5,407.91 (1.55%)Admitted-Fee/PreQual/Technical/Finance	-6.70%	₹3.6 L+₹5,407.91 (1.55%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	Vazhayil Constructions L3₹3.7 L+₹15,690.57 (4.48%)Admitted-Fee/PreQual/Technical/Finance EDAMATTOM	-4.00%	₹3.7 L+₹15,690.57 (4.48%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	S Unnikrishnan L4₹3.8 L+₹30,924.13 (8.84%)Admitted-Fee/PreQual/Technical/Finance	+0.00%	₹3.8 L+₹30,924.13 (8.84%)	L4	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹3.8 L

EMD Value

₹9,521

Closing Date

24 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

LIDEW Section office, Karoor Grama Panchayat

Work Description

Pro.No.145/26-27 Renovation of Puravidappara Road-ward -7

Tender Information

Tender ID

2026_LSGD_869456_10

Reference Number

TEN01/AE/LIDEW/KRGP/2026-2027 (Percentage)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

WARD 7 KAROOR GRAMAPANCHAYAT

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹840

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,521

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

15 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

15 Sept 2026

Download Ends

24 Sept 2026

Submission Starts

15 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
1road maintanance
1.001	OD31259/2026-2027:Engaging man coolie cleaning,clearing the site	2	each	1,127.36	₹2,254.72
1.002	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	8.33	cum	3,750.64	₹31,224.08
1.003	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	111	sqm	129.02	₹14,321.22
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	111	sqm	29.11	₹3,231.21
1.005	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.	16.58	sqm	473.97	₹7,858.42
1.006	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.	182	sqm	24.09	₹4,384.38
1.007	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	293	sqm	363.85	₹1,06,608.05
1.008	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)	22.08	cum	9,554.21	₹2,10,956.96

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1473335.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.92 MB

Tendernotice_2.pdf

PDF • 0.91 MB

Tendernotice_3.pdf

PDF • 0.18 MB

Tendernotice_4.pdf

PDF • 0.25 MB

Tendernotice_5.pdf

PDF • 0.36 MB

Tendernotice_6.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1473335.xls

BOQ • 0.31 MB

SBD145.pdf

Tender Documents • 1.83 MB

PRE145.pdf

Tender Documents • 0.06 MB

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Company

Mathachan m vadana

L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance

VADANA HOUSE KUMMANNOOR | KERALA

ASHKAR FAISAL

L2₹3.6 L+₹5,407.91 (1.55%)Admitted-Fee/PreQual/Technical/Finance

Vazhayil Constructions

L3₹3.7 L+₹15,690.57 (4.48%)Admitted-Fee/PreQual/Technical/Finance

EDAMATTOM

S Unnikrishnan

L4₹3.8 L+₹30,924.13 (8.84%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road maintanance
1.001	OD31259/2026-2027:Engaging man coolie cleaning,clearing the site	2	each	1,127.36	₹2,254.72
1.002	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	8.33	cum	3,750.64	₹31,224.08
1.003	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	111	sqm	129.02	₹14,321.22
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.	111	sqm	29.11	₹3,231.21
1.005	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.	16.58	sqm	473.97	₹7,858.42
1.006	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.	182	sqm	24.09	₹4,384.38
1.007	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	293	sqm	363.85	₹1,06,608.05
1.008	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)	22.08	cum	9,554.21	₹2,10,956.96

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road maintanance

1.001

OD31259/2026-2027:Engaging man coolie cleaning,clearing the site

each

1,127.36

₹2,254.72

1.002

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

8.33

cum

3,750.64

₹31,224.08

1.003

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

111

sqm

129.02

₹14,321.22

1.004

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.

111

sqm

29.11

₹3,231.21

1.005

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.

16.58

sqm

473.97

₹7,858.42

1.006

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.

182

sqm

24.09

₹4,384.38

1.007

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)

293

sqm

363.85

₹1,06,608.05

1.008

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)

22.08

cum

9,554.21

₹2,10,956.96