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GENERAL-Road-Chamravttom campus-Repair and Restoration of Chamravattom campus road General Civil Work

Irrigation Department

chamravattom campus | Malappuram, Kerala

Amount: ₹12.7 LCloses: 3 Oct 20266d left

Timeline

Published23 Sept 2026
Closes3 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹12.7 L

EMD Value

₹31,766

Closing Date

3 Oct 2026, 4:00 pm6d left

Tender Inviting Organisation

Name

The Assistant Executive Engineer

Address

O/o The Assistant Executive Engineer, Chamravattom Project Subdivision No. 1, Eswaramangalam

Work Description

GENERAL-Road-Chamravttom campus-Repair and Restoration of Chamravattom campus road General Civil Work

Tender Information

Tender ID

2026_Irrig_872071_1

Reference Number

IRR/IA/TR/7131/2025_5_1_1/RC 1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

chamravattom campus

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredCopy of remittance towards bid submission fee and Bid security (.pdf)

RequiredAttested copy of the bidders valid Registration Certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item No 1 part VI of the bid document. (.pdf)

RequiredDuly filled and signed copy of Preliminary Agreement as per item No 2 part VI of the bid document (.pdf)

RequiredDuly filled and signed copy of Integrity Pact Certificate as per item 3 part VI of bid document (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item No 4 part VI of the bid document (.pdf)

RequiredDuly filled and signed copy of requisition for epayment form as per item No 6 part VI of the bid doc (.pdf)

RequiredComplete set of bid document with NIT using contractors digital signature (.pdf)

RequiredBOQ (.xls)

RequiredAny other relevant information with testimonials GST PAN Aadhar and any other details required (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹31,766

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

23 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring
1.001	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.	9.9	cum	-	-
1.002	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	7.2	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	7.2	cum	-	-
1.004	55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.	7.65	cum	-	-
1.005	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	7.65	cum	-	-
1.006	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.	99	sqm	-	-
1.007	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.	1,725.9	sqm	-	-
1.008	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	99	sqm	-	-
1.009	OD16862/2026-2027:Close graded Premix surfacing , mixed seal surfacing:- case 1, type- A by manual means. Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20 mm to 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100KN capacity and finished to required level and grade.	1,824.9	sqm	-	-

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

BOQ_1478725.xls

BOQ • 0.30 MB

SBD.pdf

Tender Documents • 1.63 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retarring
1.001	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.	9.9	cum	-	-
1.002	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	7.2	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	7.2	cum	-	-
1.004	55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.	7.65	cum	-	-
1.005	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	7.65	cum	-	-
1.006	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.	99	sqm	-	-
1.007	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.	1,725.9	sqm	-	-
1.008	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	99	sqm	-	-
1.009	OD16862/2026-2027:Close graded Premix surfacing , mixed seal surfacing:- case 1, type- A by manual means. Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20 mm to 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100KN capacity and finished to required level and grade.	1,824.9	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Retarring

1.001

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.

9.9

cum

1.002

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

7.2

cum

1.003

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

7.2

cum

1.004

55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.

7.65

cum

1.005

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

7.65

cum

1.006

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.

sqm

1.007

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.

1,725.9

sqm

1.008

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

sqm

1.009

OD16862/2026-2027:Close graded Premix surfacing , mixed seal surfacing:- case 1, type- A by manual means. Providing, laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20 mm to 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100KN capacity and finished to required level and grade.

1,824.9

sqm