Kerala

Financial BO

Works

Civil Works - Roads

Project no 85 VISHNU NAGAR ROAD KIRAN ENCLAVE ROAD PARIKKAD VILAKKUM KAAL ROAD MAINTENANCE WARD 13

Local Self Government Department

LSGD(EW) Section Adat G P | Thrissur, Kerala

Amount: ₹16.6 LCloses: 4 Jul 2026Closed

Timeline

Published27 Jun 2026
Closed4 Jul 2026
Financial Evaluation—
Award—

Bids

1 Bid9 Jul 2026

#	Company	Status
1	SUBIN.M Not Admitted-Fee/PreQual/Technical/Finance	Not Admitted-Fee/PreQual/Technical/Finance Others-single tender not accepted

Tender Value

₹16.6 L

EMD Value

₹41,470

Closing Date

4 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Address

LSGD(EW) Section Adat G P

Work Description

Project no 85 VISHNU NAGAR ROAD KIRAN ENCLAVE ROAD PARIKKAD VILAKKUM KAAL ROAD MAINTENANCE WARD 13

Tender Information

Tender ID

2026_LSGD_857622_1

Reference Number

LSGD/CELSGD/TR/37580/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

LSGD(EW) Section Adat G P

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredPrice Bid (BOQ) (.xls)

RequiredSelf attested Copy of the bidder valid registration (.pdf)

RequiredDuly filled and signed copy of bid submission letter(Form of tender) as per item no-1 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no-2 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

RequiredComplete set of Standard bid document with NIT (.pdf)

RequiredSelf attested Copy of the bidder valid GST registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹41,470

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Jul 2026

Published

27 Jun 2026

Bid Opening

6 Jul 2026

Download Starts

27 Jun 2026

Download Ends

4 Jul 2026

Submission Starts

27 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	OD37375/2026-2027:Sectioning/Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm and disposal of rubbish lead up to 50m and lift up to 1.5m, all kind of soil	-	sqm	-	-
1.002	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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	-	-
1.004	75.5.5.A.1pb:Modified Penetration Macadam 50 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.	1	sqm	-	-
1.005	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.	1	sqm	-	-
1.006	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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	-	-
1.007	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	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1449733.pdf

PDF

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 • 0.05 MB

Work Item Documents

bidvishnu.pdf

Tender Documents • 1.92 MB

BOQ_1449733.xls

BOQ • 0.29 MB

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Company

SUBIN.M

Not Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	OD37375/2026-2027:Sectioning/Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm and disposal of rubbish lead up to 50m and lift up to 1.5m, all kind of soil	-	sqm	-	-
1.002	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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	-	-
1.004	75.5.5.A.1pb:Modified Penetration Macadam 50 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.	1	sqm	-	-
1.005	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.	1	sqm	-	-
1.006	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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	-	-
1.007	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	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD MAINTENANCE

1.001

OD37375/2026-2027:Sectioning/Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm and disposal of rubbish lead up to 50m and lift up to 1.5m, all kind of soil

sqm

1.002

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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

cum

1.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

1.004

75.5.5.A.1pb:Modified Penetration Macadam 50 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

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.

sqm

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.

sqm

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)

sqm