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Civil Works - Buildings

GENERAL-Repairs to the road to Munsiff Quarters, Kuthuparamba- kannur-General Civil Work

Public Works Department

Kuthuparamba | Kannur, Kerala

Amount: ₹8.3 LCloses: 5 Oct 2026

Timeline

Published25 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹8.3 L

EMD Value

₹20,758

Closing Date

5 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

ASSISTANT EXECUTIVE ENGINEER PWD BUILDINGS SUB DIVISION THALASSERY

Work Description

GENERAL-Repairs to the road to Munsiff Quarters, Kuthuparamba-kannur-General Civil Work

Tender Information

Tender ID

2026_PWD_872399_1

Reference Number

PWD/BLDG/TR/4349/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

120 days

Location

Kuthuparamba

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredEMD exemption if any (.pdf)

RequiredPAN, GST Registration, Aadhar (.pdf)

RequiredItem rate BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,835

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹20,758

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

25 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means).	195	sqm	-	-
1.002	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	446	sqm	-	-
1.003	16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20	89.2	cum	-	-
1.004	OD346286/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 Including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost and conveyance charges etc.complete	446	sqm	-	-
1.005	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	8.45	cum	-	-
1.006	13.71:Lettering with black Japan pint of approved brand and manufacture	700	per Letter per cm height	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1479520.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 work
1.001	16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means).	195	sqm	-	-
1.002	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	446	sqm	-	-
1.003	16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20	89.2	cum	-	-
1.004	OD346286/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 Including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost and conveyance charges etc.complete	446	sqm	-	-
1.005	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	8.45	cum	-	-
1.006	13.71:Lettering with black Japan pint of approved brand and manufacture	700	per Letter per cm height	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road work

1.001

16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means).

195

sqm

1.002

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

446

sqm

1.003

16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

89.2

cum

1.004

OD346286/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 Including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost and conveyance charges etc.complete

446

sqm

1.005

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

8.45

cum

1.006

13.71:Lettering with black Japan pint of approved brand and manufacture

700

per Letter per cm height