Delhi

Financial BO

Works

Civil Works

Comprehensive Maintenance of various roads, under Sub-Div-2 South West Road Division-1 PWD, New Delhi during 2025-26 and 2026-27 (SH Repairing of Footpaths, Central Verge, drain and berm portion and other misc. repair works within the right of way).

Public Works Department

New Delhi, Delhi

Amount: ₹6.0 CrCloses: 9 Jun 2026Closed

Timeline

Published23 May 2026
Closed9 Jun 2026
Technical Evaluation24 Jun 2026
Financial Evaluation24 Jun 2026
Award—

Bids

Percentage

5 Bids24 Jun 2026

#	Company	Quoted %	Amount	Rank	Status
1	M M ENTERPRISES L1₹4.8 CrAdmitted-Finance	-21.00%	₹4.8 Cr	L1	Admitted-Finance
2	M/s Awasthi Construction Co. L2₹4.9 Cr+₹12.3 L (2.58%)Admitted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 \| NORTH WEST \| DELHI \| 110085	-18.96%	₹4.9 Cr+₹12.3 L (2.58%)	L2	Admitted-Finance
3	H.P. BUILDERS PRIVATE LIMITED L3₹5.1 Cr+₹30.5 L (6.38%)Admitted-Finance A 121 LOHIA NAGAR GHAZIABAD UTTAR PRADESH PIN 201001 \| GHAZIABAD \| GHAZIABAD \| UTTAR PRADESH \| 201001	-15.96%	₹5.1 Cr+₹30.5 L (6.38%)	L3	Admitted-Finance
4	CLASSIC CONSTRUCTION CO. L4₹5.3 Cr+₹54.4 L (11.4%)Admitted-Finance	-12.00%	₹5.3 Cr+₹54.4 L (11.4%)	L4	Admitted-Finance
5	Ravi Tanwar Not Admitted-Fee/PreQual/Technical 38 ASOLA FATEHPUR BERI NEW DELHI 110074 \| SOUTH \| DELHI \| 110074	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹6.0 Cr

EMD Value

₹12.1 L

Closing Date

9 Jun 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

Comprehensive Maintenance of various roads, under Sub-Div-2 South West Road Division-1 PWD, New Delhi during 2025-26 and 2026-27 (SH Repairing of Footpaths, Central Verge, drain and berm portion and other misc. repair works within the right of way).

Tender Information

Tender ID

2026_PWD_291755_1

Reference Number

09/SE/South West Circle/PWD/2026-27, 15/EE/PWD/SWR-1/2026-27.

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

548 days

Location

New Delhi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

Required(i) Earnest Money in the form of Insurance Surety Bonds, Account Payee Demand Draft, Fixed Deposit (.pdf)

Required(ii) Valid contractors registration/enlistment order (for enlisted CPWD contractors (.pdf)

Required(iii) Certificate of Financial Turnover from CA as per Form-A. (For Non-CPWD (.pdf)

Required(iv) Bankers certificate or Net Worth Certificate as per Form B or B-1. (For Non (.pdf)

Required(v) Certificates of Work Experience and performance as per Form-C and D (For Non (.pdf)

Required(vi) Affidavit on Non-Judicial Stamp Paper of Rs. 100/-regarding debarment and (.pdf)

Required(vii) Affidavit on Non-Judicial Stamp Paper of Rs. 100/- regarding back-to-back execution (.pdf)

Required(viii) The Copy of GST Registration Certificate of the State in which the work is to be taken (.pdf)

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

Required(x) Bidders are required to upload the NIT in PDF as uploaded by EE. This will satisfy (.pdf)

Required(xi) The agency have to upload details such as Proprietor name, Mob No. eMail ID, (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹12.1 L

Important Dates

Last Activity

24 Jun 2026

Published

23 May 2026

Bid Opening

9 Jun 2026

Download Starts

23 May 2026

Download Ends

9 Jun 2026

Submission Starts

23 May 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 (29 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	-	Cum	-	-
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.1 All kinds of soil
2.1	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	-	Metre	1	-
3Providing 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 upto 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. 3.1 All works up to plinth level:
3.1	M-10 grade plain cement concrete (cement content considere @ 220 kg/cum)	-	Cum	1	-
3.2	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	cum	1	-
3.3	3(a). Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:	-	-	-	-
3.4	3.1) Cement Mortar 1:6 (1 cement : 6 coarse sand).	-	cum	1	-
3.5	3.2(b). Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :	-	-	-	-

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 • 4.68 MB

Work Item Documents

nit15se09.pdf

Tender Documents • 4.66 MB

BOQ_387237.xls

BOQ • 0.34 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M M ENTERPRISES

L1₹4.8 CrAdmitted-Finance

M/s Awasthi Construction Co.

L2₹4.9 Cr+₹12.3 L (2.58%)Admitted-Finance

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

H.P. BUILDERS PRIVATE LIMITED

L3₹5.1 Cr+₹30.5 L (6.38%)Admitted-Finance

A 121 LOHIA NAGAR GHAZIABAD UTTAR PRADESH PIN 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001

CLASSIC CONSTRUCTION CO.

L4₹5.3 Cr+₹54.4 L (11.4%)Admitted-Finance

Ravi Tanwar

Not Admitted-Fee/PreQual/Technical

38 ASOLA FATEHPUR BERI NEW DELHI 110074 | SOUTH | DELHI | 110074

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	-	Cum	-	-
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.1 All kinds of soil
2.1	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	-	Metre	1	-
3Providing 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 upto 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. 3.1 All works up to plinth level:
3.1	M-10 grade plain cement concrete (cement content considere @ 220 kg/cum)	-	Cum	1	-
3.2	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	cum	1	-
3.3	3(a). Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:	-	-	-	-
3.4	3.1) Cement Mortar 1:6 (1 cement : 6 coarse sand).	-	cum	1	-
3.5	3.2(b). Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :	-	-	-	-

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

Cum

2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.1 All kinds of soil

2.1

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Metre

3Providing 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 upto 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. 3.1 All works up to plinth level:

3.1

M-10 grade plain cement concrete (cement content considere @ 220 kg/cum)

Cum

3.2

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

cum

3.3

3(a). Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:

3.4

3.1) Cement Mortar 1:6 (1 cement : 6 coarse sand).

cum

3.5

3.2(b). Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :