Kerala

Financial BO

Works

Civil Works - Roads

Pro No 109/26-27 Anthinad Moorippara Road Maintanence Ward 6

Local Self Government Department

WARD 6 KAROOR GRAMAPANCHAYAT | Kottayam, Kerala

Amount: ₹3.0 LCloses: 24 Sept 2026Closed

Timeline

Published15 Sept 2026
Closed24 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

3 Bids26 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	Vazhayil Constructions L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance EDAMATTOM	-4.00%	₹2.8 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	ASHKAR FAISAL L2₹2.9 L+₹4,748.87 (1.67%)Admitted-Fee/PreQual/Technical/Finance	-2.40%	₹2.9 L+₹4,748.87 (1.67%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	S Unnikrishnan L3₹3.0 L+₹11,872.18 (4.17%)Admitted-Fee/PreQual/Technical/Finance	+0.00%	₹3.0 L+₹11,872.18 (4.17%)	L3	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹3.0 L

EMD Value

₹7,420

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 109/26-27 Anthinad Moorippara Road Maintanence Ward 6

Tender Information

Tender ID

2026_LSGD_869456_5

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 6 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

₹655

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,420

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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD163434/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 1.5m<br>All kinds of soil	90.9	sqm	35.62	₹3,237.86
1.002	OD163467/2026-2027:Engaging man coolie cleaning,clearing the site	4	each	1,127.36	₹4,509.44
1.003	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	34.9	cum	3,750.64	₹1,30,897.34
1.004	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	303	sqm	129.02	₹39,093.06
1.005	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.	303	sqm	29.11	₹8,820.33
1.006	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)	303	sqm	363.85	₹1,10,246.55

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1473281.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 • 0.04 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_1473281.xls

BOQ • 0.31 MB

SBD109.pdf

Tender Documents • 1.65 MB

PRE109.pdf

Tender Documents • 0.06 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Vazhayil Constructions

L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance

EDAMATTOM

ASHKAR FAISAL

L2₹2.9 L+₹4,748.87 (1.67%)Admitted-Fee/PreQual/Technical/Finance

S Unnikrishnan

L3₹3.0 L+₹11,872.18 (4.17%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD163434/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 1.5m<br>All kinds of soil	90.9	sqm	35.62	₹3,237.86
1.002	OD163467/2026-2027:Engaging man coolie cleaning,clearing the site	4	each	1,127.36	₹4,509.44
1.003	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	34.9	cum	3,750.64	₹1,30,897.34
1.004	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	303	sqm	129.02	₹39,093.06
1.005	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.	303	sqm	29.11	₹8,820.33
1.006	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)	303	sqm	363.85	₹1,10,246.55

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

OD163434/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 1.5m<br>All kinds of soil

90.9

sqm

35.62

₹3,237.86

1.002

OD163467/2026-2027:Engaging man coolie cleaning,clearing the site

each

1,127.36

₹4,509.44

1.003

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

34.9

cum

3,750.64

₹1,30,897.34

1.004

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

303

sqm

129.02

₹39,093.06

1.005

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.

303

sqm

29.11

₹8,820.33

1.006

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)

303

sqm

363.85

₹1,10,246.55