Kerala

Cancelled

Works

Civil Works - Roads

GENERAL-NAVAKERALA SADAS-KRP-Development of Karappuzha Project road kakkavayal -Karappuzha dam to BM - BC Standards in Kalpetta LAC in Wayanadu District-General Civil Work

Irrigation Department

Vazhavatta | Kerala

Amount: ₹5.9 CrCloses: 30 Sept 2025Closed

Timeline

Published20 Sept 2025
Closed30 Sept 2025
Cancelled30 Jul 2026

Bids

2 Bids30 Jul 2026

#	Company	Status
1	JASMEEN CONSTRUCTIONS PRIVATE LIMITED Rejected-Technical THEKKIL THEKKIL PO KASARAGOD 671541 \| KASARAGOD \| KASARAGOD \| KERALA \| 671541	Rejected-Technical As per Minutes of PQ commitee convened on 17.10.2025, bidder is not qualified for the PQ tender
2	K.T.Manoj Rejected-Technical	Rejected-Technical As per Minutes of PQ commitee convened on 17.10.2025, bidder is not qualified for the PQ tender

Cancellation Details

Cancellation of Tender

Cancellation of tenderCancellation of tenderReason: Error in Creation of TenderDocument: cancelled_1.pdf

Published 30 Jul 2026

Tender Value

₹5.9 Cr

EMD Value

₹2 L

Closing Date

30 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer Project Circle Kannur

Address

Office of the Superintending Engineer Project Circle Irrigation Kannur 670002

Work Description

GENERAL-NAVAKERALA SADAS-KRP-Development of Karappuzha Project road kakkavayal -Karappuzha dam to BM - BC Standards in Kalpetta LAC in Wayanadu District-General Civil Work

Tender Information

Tender ID

2025_Irrig_800336_1

Reference Number

IRR/PI/TR/5524/2025_5_2_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Vazhavatta

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

18 documents required · 18 mandatory

Fee/PreQual/Technical

RequiredBid security remittance (.pdf)

RequiredBid submission letter as per item no_1 Part_ VII (.pdf)

RequiredPreliminary agreement as per item no_2 Part VII (.pdf)

RequiredIntegrity pact certificate as per item no_3 Part VII (.pdf)

RequiredAffidavit as per item no_4 Part_VII (.pdf)

RequiredRequisition for e payment as per item no_6 Part VII (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredStandard Bid document with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredPan card (.pdf)

RequiredGST document (.pdf)

Requiredexperience certificates attested by a Gusseted Officer (.pdf)

RequiredBank certificate as per clause 2.6 of Part_VI (.pdf)

Requiredpre-qualification information as per section VI (.pdf)

Requiredrecent income tax return statement (.pdf)

RequiredOther documents if any (.pdf)

RequiredMoU as per section VI (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Jul 2026

Published

20 Sept 2025

Bid Opening

3 Oct 2025

Download Starts

20 Sept 2025

Download Ends

30 Sept 2025

Submission Starts

20 Sept 2025

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD SURFACING
1.001	2.3.2.B:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of thorny jungle - By Mechanical Means	-	Hectare	-	-
1.002	2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm	-	each	-	-
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	-	sqm	-	-
1.004	2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	-	cum	-	-
1.005	4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method	-	cum	-	-
1.006	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.	-	cum	-	-
1.007	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	-	-
1.008	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.	-	sqm	-	-
1.009	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Cancellation Documents

cancelled_1.pdf

pdf • 0.19 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 • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.32 MB

BOQ_1327653.xls

BOQ • 0.33 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

JASMEEN CONSTRUCTIONS PRIVATE LIMITED

Rejected-Technical

THEKKIL THEKKIL PO KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541

K.T.Manoj

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD SURFACING
1.001	2.3.2.B:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of thorny jungle - By Mechanical Means	-	Hectare	-	-
1.002	2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm	-	each	-	-
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	-	sqm	-	-
1.004	2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	-	cum	-	-
1.005	4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method	-	cum	-	-
1.006	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.	-	cum	-	-
1.007	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	-	-
1.008	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.	-	sqm	-	-
1.009	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD SURFACING

1.001

2.3.2.B:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of thorny jungle - By Mechanical Means

Hectare

1.002

2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm

each

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

sqm

1.004

2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means

cum

1.005

4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method

cum

1.006

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.

cum

1.007

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

1.008

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.

sqm

1.009

5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

cum