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LAC ADS KIP RB Renovation and reconstruction of Canal inspection road Vellachal bridge to aqueduct between ch 3345 m to 4000 m in Thenmala Gramapanchayath work General Civil Work 1

Irrigation Department

thenmala | Kollam, Kerala

Amount: ₹16.9 LCloses: 9 Oct 20267d left

Timeline

Published1 Oct 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹16.9 L

EMD Value

₹42,332

Closing Date

9 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o The EE,KIP RB DN.NO.II,KOTTARAKKARA

Work Description

LAC ADS KIP RB Renovation and reconstruction of Canal inspection road Vellachal bridge to aqueduct between ch 3345 m to 4000 m in Thenmala Gramapanchayath work General Civil Work 1

Tender Information

Tender ID

2026_Irrig_841141_7

Reference Number

IRR/PII/TR/612/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

thenmala

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)

RequiredRegistration Certificate, Bid Documents with NIT (.pdf)

RequiredSBD downloaded from E Tender website, Bid submission Letter (.pdf)

RequiredBid Security Remittance, Bid submission Fee Remittance (.pdf)

RequiredScanned copy of Preliminary Agreement, Scanned copy of Affidavit (.pdf)

RequiredScanned copy of E payment form, Requisition for E Payment (.pdf)

RequiredScanned copy of Integrity Pact Certificate, Scanned copy of Form of Tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹42,332

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.26	Hectare	-	-
1.002	10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	1,048	sqm	-	-
1.003	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>	1,987.5	sqm	-	-
1.004	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	238.5	cum	-	-
1.005	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	1,987.5	sqm	-	-
1.006	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	1,987.5	sqm	-	-
1.007	OD43178/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80- 100 KN capacity and finishing to required level and grade By manual means	1,987.5	sqm	-	-
1.008	OD45911/2025-2026:Name of board of size 75*60cm installed in the appropriate place visible to the public made of brick work with granite plaque should be inserted and engraving letters etc complete as per the departmental officers at site	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

sbd.pdf

Tender Documents • 2.06 MB

BOQ_1485673.xls

BOQ • 0.30 MB

viewnit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.26	Hectare	-	-
1.002	10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	1,048	sqm	-	-
1.003	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>	1,987.5	sqm	-	-
1.004	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	238.5	cum	-	-
1.005	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	1,987.5	sqm	-	-
1.006	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	1,987.5	sqm	-	-
1.007	OD43178/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80- 100 KN capacity and finishing to required level and grade By manual means	1,987.5	sqm	-	-
1.008	OD45911/2025-2026:Name of board of size 75*60cm installed in the appropriate place visible to the public made of brick work with granite plaque should be inserted and engraving letters etc complete as per the departmental officers at site	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Work

1.001

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

0.26

Hectare

1.002

10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

1,048

sqm

1.003

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>

1,987.5

sqm

1.004

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

238.5

cum

1.005

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

1,987.5

sqm

1.006

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1,987.5

sqm

1.007

OD43178/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80- 100 KN capacity and finishing to required level and grade By manual means

1,987.5

sqm

1.008

OD45911/2025-2026:Name of board of size 75*60cm installed in the appropriate place visible to the public made of brick work with granite plaque should be inserted and engraving letters etc complete as per the departmental officers at site

each