Kerala

Cancelled

Works

Civil Works - Roads

AMBEDKAR GRAMAM MG ROAD -RETARRING IN KUMMIL GP PROJ NO 73/26-27

Local Self Government Department

KUMMIL GP | Kollam, Kerala

Amount: ₹8.5 LCloses: 22 Sept 2026Closed

Timeline

Published14 Sept 2026
Closed22 Sept 2026
Cancelled7 Oct 2026

Bids

2 Bids7 Oct 2026

#	Company	Status
1	SHAFEEK E Not Admitted-Fee/PreQual/Technical/Finance 0406 SUB TREASURY KADAKKAL \| KOTTAYAM \| KERALA \| 686001	Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC
2	WORKS CONTRACT Not Admitted-Fee/PreQual/Technical/Finance 0402 SUB TREASURYKOTTARAKARA	Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC

Cancellation Details

Cancellation of Tender

CANCEL TENDERCANCEL TENDERReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 7 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,178

Closing Date

22 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER KUMMIL GP

Address

AE LID EW SECTION KUMMIL GP

Work Description

AMBEDKAR GRAMAM MG ROAD -RETARRING IN KUMMIL GP PROJ NO 73/26-27

Tender Information

Tender ID

2026_LSGD_869421_9

Reference Number

2/AE/LIDEW/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KUMMIL GP

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)

RequiredDULY FILLED AND SIGNED COPY OF FORM OF TENDER (.pdf)

RequiredDULY SIGNED COPY OF SBD LESS THAN 3 MB SIZE (.pdf)

RequiredDULY FILLED AND SIGNED COPY OF PRELIMINARY AGREEMENT SIZE LESS THAN 1MB (.pdf)

RequiredDULY FILLED AND SIGNED COPY OF INTEGRITY PACT (.pdf)

RequiredDULY FILLED AND SIGNED COPY OF AFFIDAVIT (.pdf)

RequiredVALID REGISTRATION CERTIFICATES AND VALID LISCENCE COPY (.pdf)

RequiredCOPY OF REMITTANCE TOWARDS BID SUBMISSION FEE AND REMITTANCE TOWARDS BID SECURITY (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,178

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

14 Sept 2026

Bid Opening

24 Sept 2026

Download Starts

14 Sept 2026

Download Ends

22 Sept 2026

Submission Starts

14 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring
1.001	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.	208.89	sqm	-	-
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.	1,253.1	sqm	-	-
1.003	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)	1,253.1	sqm	-	-
1.004	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.	97.5	sqm	-	-
1.005	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)	29.25	cum	-	-
1.006	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.	28.8	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1473095.pdf

PDF

Cancellation Documents

cancelled_1.pdf

pdf • 0.26 MB

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 • 0.56 MB

Work Item Documents

BOQ_1473095.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.86 MB

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Company

SHAFEEK E

Not Admitted-Fee/PreQual/Technical/Finance

0406 SUB TREASURY KADAKKAL | KOTTAYAM | KERALA | 686001

WORKS CONTRACT

Not Admitted-Fee/PreQual/Technical/Finance

0402 SUB TREASURYKOTTARAKARA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring
1.001	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.	208.89	sqm	-	-
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.	1,253.1	sqm	-	-
1.003	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)	1,253.1	sqm	-	-
1.004	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.	97.5	sqm	-	-
1.005	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)	29.25	cum	-	-
1.006	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.	28.8	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Retarring

1.001

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.

208.89

sqm

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.

1,253.1

sqm

1.003

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)

1,253.1

sqm

1.004

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.

97.5

sqm

1.005

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)

29.25

cum

1.006

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.

28.8

cum