Delhi

Financial BO

Works

Civil Works

Road Restoration of various roads under division WR-2 During 2025-27 (SH Road Restoration of various roads under Sub Division WR-21, WR-22, WR-23, WR-24 and WR-25).

Public Works Department

WR-21, WR-22, WR-23, WR-24 and WR-25 | North West, Delhi

Amount: ₹9.4 CrCloses: 16 Feb 2026Closed

Timeline

Published30 Jan 2026
Closed16 Feb 2026
Technical Evaluation27 Feb 2026
Financial Evaluation27 Feb 2026
Award—

Bids

Percentage

4 Bids27 Feb 2026

#	Company	Quoted %	Amount	Rank	Status
1	RK BROTHERS AND CO L1₹5.8 CrAdmitted-Finance HOUSE NO 91 NEAR HARJAN CHOUPAL BAJGHERA GURUGRAM HARYANA 122017 \| GURUGRAM \| GURUGRAM \| HARYANA \| 122017	-38.19%	₹5.8 Cr	L1	Admitted-Finance
2	GNA CONSTRUCTION PRIVATE LIMITED L2₹6.2 Cr+₹40.0 L (6.84%)Admitted-Finance AD 128 B SHALIMAR BAGH DELHI 110088 \| NORTH \| DELHI \| 110088	-33.96%	₹6.2 Cr+₹40.0 L (6.84%)	L2	Admitted-Finance
3	M/s Awasthi Construction Co. L3₹6.7 Cr+₹89.1 L (15.3%)Admitted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 \| NORTH WEST \| DELHI \| 110085	-28.76%	₹6.7 Cr+₹89.1 L (15.3%)	L3	Admitted-Finance
4	GSSC ENGINEERS PRIVATE LIMITED L4₹9.0 Cr+₹3.1 Cr (53.7%)Admitted-Finance	-5.00%	₹9.0 Cr+₹3.1 Cr (53.7%)	L4	Admitted-Finance

Tender Value

₹9.4 Cr

EMD Value

₹18.9 L

Closing Date

16 Feb 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXecutive Engineer

Address

O/o the Executive Engineer, PWD Division West Road-2/M-112N, Road No. 43, Sainik Vihar, Delhi-110034

Work Description

Road Restoration of various roads under division WR-2 During 2025-27 (SH Road Restoration of various roads under Sub Division WR-21, WR-22, WR-23, WR-24 and WR-25).

Tender Information

Tender ID

2026_PWD_285934_1

Reference Number

42/SE/WMC/PWD/2025-26(R) (30/EE/PWD/M-112N/2025-26(R)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

730 days

Location

WR-21, WR-22, WR-23, WR-24 and WR-25

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for deposition of original EMD and scanned copy of EMD (.pdf)

RequiredValid contractors registration/enlistment order (for enlisted CPWD contractors only). (.pdf)

RequiredWork experience as per Form-C given on Page No. 24 applicable to all CPWD as well as Non CPWD Cont. (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for Format- F(P-28), Format -G (P- 29)as per Pg-6 (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for Format-H (P-30), Format-I (P-31) as per Pg-6 (.pdf)

RequiredThe Copy of GST Registration Certificate of the State in which the work is to be taken up, if al (.pdf)

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

RequiredBidders are required to upload the NIT in PDF as uploaded by EE. This will satisfy digital s (.pdf)

Required(viii) The agency has to upload details such as - Proprietor name, Mob No., e-Mail ID, Corresponden (.pdf)

RequiredCertificate of Financial Turnover from C.A. (Form A).(Not applicable to bidder having enlistment (.pdf)

RequiredBankers Certificate (Form B) or Net Worth Certificate (Form B-1)(Not applicable to bidder CPWD) (.pdf)

RequiredBidders should be owner of hot mix plant installed in NCR (Batch type only) as Per NIT Pg.6 (xi) (.pdf)

Requiredbidders should be owner of at least One Hydrostatic paver finisher fitted as Per NIT Pg.6 (xii) (.pdf)

RequiredAll intending bidders should have valid pollution certificate/NOC for running above mentioned (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹18.9 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

27 Feb 2026

Published

30 Jan 2026

Bid Opening

16 Feb 2026

Download Starts

30 Jan 2026

Download Ends

16 Feb 2026

Submission Starts

30 Jan 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 (17 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.
1.1	All kinds of soil.	15,400	cum	177.5	₹27,33,500
2Earth 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. With medium setting bitumen emulsion.
2.1	On W.B.M / W.M.M. @ 0.4kg/sqm	35,000	sqm	21.2	₹7,42,000
2.2	On bituminous surface @ 0.25kg/sqm	35,000	sqm	14.05	₹4,91,750
3	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.	5,250	cum	2,914.3	₹1,53,00,075
4Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
4.1	With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30	7,000	cum	2,784	₹1,94,88,000
5Providing 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 :
5.1	Concrete of M10 grade with minimum cement content of 220 kg /cum	190	cum	8,835.15	₹16,78,678.5

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

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.50 MB

Work Item Documents

BOQ_378457.xls

BOQ • 0.35 MB

Ready to Participate?

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Company

RK BROTHERS AND CO

L1₹5.8 CrAdmitted-Finance

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

GNA CONSTRUCTION PRIVATE LIMITED

L2₹6.2 Cr+₹40.0 L (6.84%)Admitted-Finance

AD 128 B SHALIMAR BAGH DELHI 110088 | NORTH | DELHI | 110088

M/s Awasthi Construction Co.

L3₹6.7 Cr+₹89.1 L (15.3%)Admitted-Finance

E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085

GSSC ENGINEERS PRIVATE LIMITED

L4₹9.0 Cr+₹3.1 Cr (53.7%)Admitted-Finance

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.
1.1	All kinds of soil.	15,400	cum	177.5	₹27,33,500
2Earth 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. With medium setting bitumen emulsion.
2.1	On W.B.M / W.M.M. @ 0.4kg/sqm	35,000	sqm	21.2	₹7,42,000
2.2	On bituminous surface @ 0.25kg/sqm	35,000	sqm	14.05	₹4,91,750
3	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.	5,250	cum	2,914.3	₹1,53,00,075
4Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
4.1	With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30	7,000	cum	2,784	₹1,94,88,000
5Providing 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 :
5.1	Concrete of M10 grade with minimum cement content of 220 kg /cum	190	cum	8,835.15	₹16,78,678.5

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.

1.1

All kinds of soil.

15,400

cum

177.5

₹27,33,500

2Earth 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. With medium setting bitumen emulsion.

2.1

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

35,000

sqm

21.2

₹7,42,000

2.2

On bituminous surface @ 0.25kg/sqm

35,000

sqm

14.05

₹4,91,750

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

5,250

cum

2,914.3

₹1,53,00,075

4Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

4.1

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

7,000

cum

2,784

₹1,94,88,000

5Providing 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 :

5.1

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

190

cum

8,835.15

₹16,78,678.5