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Road Works

Urgent repair to the damages caused in the road during North East monsoon in RC 22 Sedarapet road Pathukannu, Puducherry.

Public Works Department

Pathukannu | Pondicherry, Puducherry

Amount: ₹21.9 LCloses: 13 Oct 20262d left

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Timeline

Published6 Oct 2026
Closes13 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹21.9 L

EMD Value

₹43,781

Closing Date

13 Oct 2026, 4:00 pm2d left

Tender Inviting Organisation

Name

The Executive Engineer, NH Division, PWD

Address

O/o. EE, N H Division, PWD, Labourdonais St., Puducherry 605 001

Work Description

Urgent repair to the damages caused in the road during North East monsoon in RC 22 Sedarapet road Pathukannu, Puducherry.

Tender Information

Tender ID

2026_PWDC1_22916_1

Reference Number

15/PW/NH/2026-27

Tender Type

Open Tender

Product Category

Road Works

Form of Contract

Percentage

Period of Work

30 days

Location

Pathukannu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredScanned copy of the receipt of form fee and EMD (.pdf)

RequiredScanned copy of eligibility of contractors (.pdf)

Finance

RequiredSchedule A (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹525

EMD Fee Amount

₹43,781

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

6 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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 layer by manual means in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller	35	Cum	2,106.08	₹73,712.8
2	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)	2,603	Sqm	40.22	₹1,04,692.66
3	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. On the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)	2,603	Sqm	14.15	₹36,832.45
4	Providing and laying dense graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.	131	Cum	8,867.78	₹11,61,679.18
5	Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen -VG30	79	Cum	10,051.88	₹7,94,098.52
6	Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. - Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	8	Cum	2,257.14	₹18,057.12

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.35 MB

Tendernotice_2.pdf

PDF • 0.68 MB

Tendernotice_3.pdf

PDF • 2.29 MB

Work Item Documents

BOQ_23366.xls

BOQ • 0.34 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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 layer by manual means in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller

Cum

2,106.08

₹73,712.8

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

2,603

Sqm

40.22

₹1,04,692.66

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. On the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

2,603

Sqm

14.15

₹36,832.45

Providing and laying dense graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.

131

Cum

8,867.78

₹11,61,679.18

Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen -VG30

Cum

10,051.88

₹7,94,098.52

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. - Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Cum

2,257.14

₹18,057.12