Delhi

Financial BO

Works

Civil Works

Road Restoration of various roads cut by road cutting agencies under PWD Sub Division-II,III,IV,V of Division SWR-1, during 2026-27 New Delhi.

Public Works Department

New Delhi, Delhi

Amount: ₹4.1 CrCloses: 29 Apr 2026Closed

Timeline

Published22 Apr 2026
Closed29 Apr 2026
Technical Evaluation18 May 2026
Financial Evaluation18 May 2026
Award—

Bids

Percentage

4 Bids18 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	Chaudhary Construction Company Private Limited L1₹3.6 CrAdmitted-Finance A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 \| SHAHDARA \| DELHI \| 110092	-11.11%	₹3.6 Cr	L1	Admitted-Finance
2	M/S SATYA PARKASH AND BROS PVT LTD L2₹4.1 Cr+₹50.0 L (13.7%)Admitted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 \| NEW DELHI \| DELHI \| 110001	+1.08%	₹4.1 Cr+₹50.0 L (13.7%)	L2	Admitted-Finance
3	MAHAVIR PRASAD GUPTA AND SONS L3₹4.4 Cr+₹78.3 L (21.5%)Admitted-Finance E 165 SHASTRI NAGAR DELHI 110052 \| NORTH DELHI \| DELHI \| 110052	+7.98%	₹4.4 Cr+₹78.3 L (21.5%)	L3	Admitted-Finance
4	RK BROTHERS AND CO L4₹4.6 Cr+₹90.7 L (24.9%)Admitted-Finance HOUSE NO 91 NEAR HARJAN CHOUPAL BAJGHERA GURUGRAM HARYANA 122017 \| GURUGRAM \| GURUGRAM \| HARYANA \| 122017	+10.99%	₹4.6 Cr+₹90.7 L (24.9%)	L4	Admitted-Finance

Tender Value

₹4.1 Cr

EMD Value

₹8.2 L

Closing Date

29 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD Divn. M-113N New Delhi-10

Address

Executive Engineer, PWD Divn. M-113N New Delhi-10

Work Description

Road Restoration of various roads cut by road cutting agencies under PWD Sub Division-II,III,IV,V of Division SWR-1, during 2026-27 New Delhi.

Tender Information

Tender ID

2026_PWD_290212_1

Reference Number

03/SE/SWC/PWD/2026-27, 05/EE/PWD/SWR-1/26-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

240 days

Location

New Delhi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

26 documents required · 26 mandatory

Fee/PreQual/Technical

Required(A) For CPWD enlisted contractors in appropriate Building and Road category I. Scanned Copy of Origi (.pdf)

RequiredII. Copy of receipt of EMD deposited in Division Office of any EE, PWD Delhi in Format A. (.pdf)

RequiredIII. Certificate of Work Experience.(C and C1) (.pdf)

RequiredIV. Enlistment order of contractor with CPWD in Building and road category. (.pdf)

RequiredV. Undertaking on Rs.10 Non Judicial Stamp Paper in Format B. (.pdf)

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

RequiredVII. Contractor Must uploaded his complete corresponding address alongwith area Pin Code, Phone No (.pdf)

RequiredVIII. GST registration certificate, if already obtained by the bidder. (.pdf)

RequiredIX. An affidavit of having own hot mix plant installed in NCR (Batch type only), fitted with electro (.pdf)

RequiredX. An affidavit of having own at least One Hydrostatic paver finisher fitted with electronic sensor (.pdf)

RequiredXI. Valid (as on last date of receipt of tender) pollution certificate/NOC for running above mention (.pdf)

RequiredXII. Letter of Transmittal (Format-D) (.pdf)

Required(B) For other eligible agencies who I.Scanned Copy of Original EMD. II. Copy of receipt of EMD depos (.pdf)

RequiredIII. Undertaking on Rs.10 Non Judicial Stamp Paper in Format B. (.pdf)

RequiredIV. Certificate of Financial Turnover from C.A. (Form A). (.pdf)

RequiredV. Bankers Certificate (Form B) or Net Worth Certificate (Form B-1) (.pdf)

RequiredVI. Certificate of Work Experience in Form C and Form C1. (.pdf)

RequiredVII. Lett. of Trans. Format D (.pdf)

RequiredVIII. Affidavit on Rs.10 non Judicial stamp paper as per clause 1.2.2.1(B) of CPWD 6 format - C. (.pdf)

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

RequiredX. Contractor Must uploaded his complete corresponding address alongwith area Pin Code, Phone No. (.pdf)

RequiredXI. GST registration certificate if already obtained etc... (.pdf)

RequiredXII. An affidavit of having own hot mix plant installed in NCR (Batch type only).....etc (.pdf)

RequiredXIII. An affidavit of having own at least One Hydrostatic paver finisher fitted with...etc (.pdf)

RequiredXIV. Valid (as on last date of receipt of tender) pollution certificate/NOC for running....etc (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹8.2 L

Important Dates

Last Activity

18 May 2026

Published

22 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

22 Apr 2026

Download Ends

29 Apr 2026

Submission Starts

22 Apr 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift,as directed by Engineer-in-Charge. All kinds of soil
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level :
2.1	Concrete of M10 grade with minimum cement content of 220 kg /cum	-	Cum	1	-
2.2	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
3Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work
4Providing 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.
4.1	On W.B.M / W.M.M. @ 0.4kg/sqm.	-	Sqm	1	-
4.2	On bituminous surface @ 0.25kg/sqm.	-	Sqm	-	-
5	Providing 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. 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	1	-
6Providing and laying Bituminous concrete 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 equipped 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. 40/50mm 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.

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

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.22 MB

Work Item Documents

nit05senit03.pdf

Tender Documents • 1.20 MB

BOQ_385251.xls

BOQ • 0.25 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Chaudhary Construction Company Private Limited

L1₹3.6 CrAdmitted-Finance

A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092

M/S SATYA PARKASH AND BROS PVT LTD

L2₹4.1 Cr+₹50.0 L (13.7%)Admitted-Finance

A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001

MAHAVIR PRASAD GUPTA AND SONS

L3₹4.4 Cr+₹78.3 L (21.5%)Admitted-Finance

E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052

RK BROTHERS AND CO

L4₹4.6 Cr+₹90.7 L (24.9%)Admitted-Finance

HOUSE NO 91 NEAR HARJAN CHOUPAL BAJGHERA GURUGRAM HARYANA 122017 | GURUGRAM | GURUGRAM | HARYANA | 122017

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift,as directed by Engineer-in-Charge. All kinds of soil
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level :
2.1	Concrete of M10 grade with minimum cement content of 220 kg /cum	-	Cum	1	-
2.2	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
3Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work
4Providing 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.
4.1	On W.B.M / W.M.M. @ 0.4kg/sqm.	-	Sqm	1	-
4.2	On bituminous surface @ 0.25kg/sqm.	-	Sqm	-	-
5	Providing 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. 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	1	-
6Providing and laying Bituminous concrete 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 equipped 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. 40/50mm 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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift,as directed by Engineer-in-Charge. All kinds of soil

2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level :

2.1

Concrete of M10 grade with minimum cement content of 220 kg /cum

Cum

2.2

Concrete of M25 grade with minimum cement content of 300 kg /cum

Cum

3Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work

4Providing 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.

4.1

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

Sqm

4.2

On bituminous surface @ 0.25kg/sqm.

Sqm

Providing 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. 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

6Providing and laying Bituminous concrete 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 equipped 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. 40/50mm 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.