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GENERAL Idukki LAC Kattappana Ring road and connected Roads Improvements Providing BM and BC Providing BM BC Kattappana Ring road General Civil Work

Public Works Department

idukki kattapana | Idukki, Kerala

Amount: ₹24.7 CrCloses: 28 Sept 2026Due tomorrow

Timeline

Published10 Sept 2026
Pre-Bid Meeting17 Sept 2026
Closes28 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹24.7 Cr

EMD Value

₹5 L

Closing Date

28 Sept 2026, 4:00 pmDue tomorrow

Tender Inviting Organisation

Name

Superintending Engineer PWD Roads Cen

Address

O/o Superintending Engineer PWD Roads Central Circle Aluva,

Work Description

EStimate includes Provisions for 150mm GSB 150mm WMM, 50mm Bm rand 30mm BC. Necassary drain and utility duct under footpath, traffic safety items, directions boards , crash barriers, road studs, thermo plastic compound paints,Street lights etc.

Tender Information

Tender ID

2026_PWD_827707_4

Reference Number

PWD/RB/TR/15393/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

540 days

Location

idukki kattapana

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredBid security remittance , Bid submission fee remittance and Requisition for e-payment as per item no (.pdf)

RequiredBid submission letter as per item no 1 part VII duly filled and signed by the bidder uploaded bello (.pdf)

RequiredExperience certificate as per clause 2.4 of sec-6 uploaded bellow 1 MB (.pdf)

RequiredIntegrity Pact certificate as Item no.3 part VII of bid docs filled and signed by bidder in original (.pdf)

RequiredMoU as per item no-8 of part- VII duly filled and signed by the bidder uploaded bellow 1 MB (.pdf)

RequiredPreliminary Agreement in plain paper duly filled and signed by the bidder as said Item 2 part VII be (.pdf)

RequiredPre-qualification information in the section-VI duly filled and signed by the bidder below 1 MB (.pdf)

RequiredRequisition for e-payment as per item no-6 part VII uploaded bellow 1 MB (.pdf)

RequiredAffidavit as said Item no.4 Part VII in plain paper duly filled and signed by the bidder bellow 1 MB (.pdf)

RequiredBank certificate as per clause 2.6 of part VI uploaded bellow 1 MB (.pdf)

RequiredBidder valid contractor license registration certificate, GST registration and pan card copy upload (.pdf)

RequiredBid documents with NIT digitally signed uploaded bellow 1 MB (.pdf)

RequiredPQ supporting documents uploaded (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹19,518

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

O/o Superintending Engineer PWD Roads Cen

Important Dates

Last Activity

10 Sept 2026

Published

10 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

10 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

10 Sept 2026

Clarification Period

10 Sept 2026 - 28 Sept 2026

Pre-Bid Meeting

17 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Formation and Surfacing the Carriageway
1.001	2.3.2.A: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 light jungle - By Mechanical Means	5.05	Hectare	-	-
1.002	OD125702/2025-2026:Scarifying of flexible pavements and sectioning the dismantled material and re rolling	97,916	sqm	-	-
1.003	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	11,678	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	1,305	cum	-	-
2SUB BASE ,SHOULDER
2.001	4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method	4,264.95	cum	-	-
2.002	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.	19,654.76	cum	-	-
2.003	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	1,460	sqm	-	-
3BASE AND SURFACE COURSES

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 • 0.09 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.08 MB

viewnit.pdf

Tender Documents • 0.07 MB

BOQ_1471626.xls

BOQ • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Formation and Surfacing the Carriageway
1.001	2.3.2.A: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 light jungle - By Mechanical Means	5.05	Hectare	-	-
1.002	OD125702/2025-2026:Scarifying of flexible pavements and sectioning the dismantled material and re rolling	97,916	sqm	-	-
1.003	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	11,678	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	1,305	cum	-	-
2SUB BASE ,SHOULDER
2.001	4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method	4,264.95	cum	-	-
2.002	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.	19,654.76	cum	-	-
2.003	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	1,460	sqm	-	-
3BASE AND SURFACE COURSES

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Formation and Surfacing the Carriageway

1.001

2.3.2.A: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 light jungle - By Mechanical Means

5.05

Hectare

1.002

OD125702/2025-2026:Scarifying of flexible pavements and sectioning the dismantled material and re rolling

97,916

sqm

1.003

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

11,678

cum

1.004

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

1,305

cum

2SUB BASE ,SHOULDER

2.001

4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method

4,264.95

cum

2.002

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.

19,654.76

cum

2.003

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

1,460

sqm

3BASE AND SURFACE COURSES