Delhi

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Works

Civil Works

A/R and M/O to various roads under Division WR-2 during 2026-27. (SH Patch repair of various roads under all Sub-Division under Division WR-2).

Public Works Department

West road-2 | North West Delhi, Delhi

Amount: ₹64.3 LCloses: 13 Oct 20266d left

Timeline

Published6 Oct 2026
Closes13 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹64.3 L

EMD Value

₹1.3 L

Closing Date

13 Oct 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

Eeecutive Engineer

Address

Executive Engineer, PWD, Division West Road-2 (M-112N), Road No.43, Sainik Vihar, Delhi-110034

Work Description

A/R and M/O to various roads under Division WR-2 during 2026-27. (SH Patch repair of various roads under all Sub-Division under Division WR-2).

Tender Information

Tender ID

2026_PWD_299489_1

Reference Number

26/EE/PWD M-112N/2026-27 (Revised)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

West road-2

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

RequiredEnlistment Order issued by CPWD in appropriate Category (for CPWD registered contractor only) (.pdf)

RequiredCopy of EMD (.pdf)

RequiredReceipt of earnest money as per para-I above in the prescribed format (.pdf)

RequiredGST Registration certificate of the Delhi state (GNCTD), if already obtained by the bidders (.pdf)

RequiredCertificates of Work Experience as per para 1.2.1 of CPWD -6.(For non CPWD contractors) (.pdf)

RequiredCertificate regarding Financial details as per para 1.2.2 of CPWD -6 (Not required for CPWD register (.pdf)

RequiredAffidavit on India Non-Judicial e-stamp of Rs. 100/- (Blacklist/Debarred) as per (Form-E) ......... (.pdf)

RequiredAffidavit on India Non-Judicial e-stamp of Rs. 100/- (back-to-back) as per (Form F)..... (.pdf)

RequiredAffidavit on India Non-Judicial e-stamp of Rs. 100/- of Non-Compliance and Blacklisting Form-G .... (.pdf)

RequiredAffidavit on India Non-Judicial e-stamp of Rs. 100/- for any mishappening at site as per annexure H (.pdf)

RequiredCopy of PAN Card issued by Income Tax Department. (.pdf)

RequiredThe agency has to upload details such as- Proprietor name, Mob No., e-Mail ID, Correspondence addr (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.3 L

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

13 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
1Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion.
1.1	On W.B.M / W.M.M. @ 0.4kg/sqm.	500	sqm	13.45	₹6,725
1.2	On bituminous surface @ 0.25kg/sqm.	1,000	sqm	9.2	₹9,200
2Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
2.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	25	cum	11,129.55	₹2,78,238.75
3Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
3.1	40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	500	cum	12,126.2	₹60,63,100
4	Multyplying by D.S.R correction factor 0.973	63,57,264	Less	0.03	₹1,71,646.13
5	Add cost index @4.03%	61,85,618	Add cost index @4.03%	4.03	₹2,49,28,040.54

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.35 MB

Work Item Documents

BOQ_399694.xls

BOQ • 0.34 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion.
1.1	On W.B.M / W.M.M. @ 0.4kg/sqm.	500	sqm	13.45	₹6,725
1.2	On bituminous surface @ 0.25kg/sqm.	1,000	sqm	9.2	₹9,200
2Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
2.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	25	cum	11,129.55	₹2,78,238.75
3Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
3.1	40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	500	cum	12,126.2	₹60,63,100
4	Multyplying by D.S.R correction factor 0.973	63,57,264	Less	0.03	₹1,71,646.13
5	Add cost index @4.03%	61,85,618	Add cost index @4.03%	4.03	₹2,49,28,040.54

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion.

1.1

On W.B.M / W.M.M. @ 0.4kg/sqm.

500

sqm

13.45

₹6,725

1.2

On bituminous surface @ 0.25kg/sqm.

1,000

sqm

9.2

₹9,200

2Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.

2.1

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

cum

11,129.55

₹2,78,238.75

3Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.

3.1

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

500

cum

12,126.2

₹60,63,100

Multyplying by D.S.R correction factor 0.973

63,57,264

Less

0.03

₹1,71,646.13

Add cost index @4.03%

61,85,618

Add cost index @4.03%

4.03

₹2,49,28,040.54