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GENERAL B W 2025 26 20 percentage Improvements to Munnar Town Top Station Bypass road Working Ch 0 000 to 1 650 General Civil Work 1

Public Works Department

Munnar-Idukki | Idukki, Kerala

Amount: ₹2.5 CrCloses: 19 Oct 2026

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Timeline

Published7 Oct 2026
Closes19 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹2.5 Cr

EMD Value

₹1 L

Closing Date

19 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Superintending Engineer PWD,Roads,Aluva

Work Description

These roads have some portions of interlocking tiles along the panchayath road portion and chipping carpet roads in PWD ,but the surfaces are in very poor condition and unfit for the vast volumes of traffic hence that portion has to be strengthened b

Tender Information

Tender ID

2026_PWD_877021_1

Reference Number

PWD/RB/TR/5404/2025_5_2_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Munnar-Idukki

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittance , Bid submission fee remittance as per item no-6 part VI below 1 MB (.pdf)

RequiredBid submission letter as per item no 1 part VI duly filled and signed by the bidder bellow 1 MB (.pdf)

RequiredIntegrity Pact as Item no.3 part VI of bid docs filled ,signed by bidder in original bellow 1 MB (.pdf)

RequiredPreliminary Agreement in plain paper duly filled ,signed by bidder as said Item 2 part VI bellow 1MB (.pdf)

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

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

RequiredBidder valid contractor license, pan card uploaded below 1 MB (.pdf)

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

RequiredGST details uploaded bellow 1 MB (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹9,759

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

7 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

7 Oct 2026

Clarification Period

7 Oct 2026 - 19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pavement Works (BM&BC)
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.4	Hectare	-	-
1.002	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	825	sqm	-	-
1.003	2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately	660	cum	-	-
1.004	OD128169/2026-2027:Dismantling interlocking tile of 100mm or nearest size thick and stacking the servicable materials etc complete as per direction of departmental officers	1,375	1 sqm	-	-
1.005	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.	990	cum	-	-
1.006	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.	1,100	sqm	-	-
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.	5,500	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.	19,100	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)	497.75	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

sbd.pdf

Tender Documents • 1.64 MB

BOQ_1490004.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pavement Works (BM&BC)
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.4	Hectare	-	-
1.002	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	825	sqm	-	-
1.003	2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately	660	cum	-	-
1.004	OD128169/2026-2027:Dismantling interlocking tile of 100mm or nearest size thick and stacking the servicable materials etc complete as per direction of departmental officers	1,375	1 sqm	-	-
1.005	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.	990	cum	-	-
1.006	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.	1,100	sqm	-	-
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.	5,500	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.	19,100	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)	497.75	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Pavement Works (BM&BC)

1.001

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

0.4

Hectare

1.002

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

825

sqm

1.003

2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

660

cum

1.004

OD128169/2026-2027:Dismantling interlocking tile of 100mm or nearest size thick and stacking the servicable materials etc complete as per direction of departmental officers

1,375

1 sqm

1.005

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.

990

cum

1.006

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.

1,100

sqm

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.

5,500

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.

19,100

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)

497.75

cum