Delhi

Financial BO

Works

Civil Works

AR and MO Various roads under PWD Division South West Road-1 during 2026-27. SH Repair of brown patches at various roads under Sub Division-I and II, New Delhi. Modified Balance.

Public Works Department

New Delhi, Delhi

Amount: ₹7.2 CrCloses: 16 Sept 2026Closed

Timeline

Published1 Sept 2026
Closed16 Sept 2026
Technical Evaluation24 Sept 2026
Financial Evaluation24 Sept 2026
Award—

Bids

Percentage

3 Bids24 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/s Awasthi Construction Co. L1₹6.4 CrAdmitted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 \| NORTH WEST \| DELHI \| 110085	-11.07%	₹6.4 Cr	L1	Admitted-Finance
2	M/S SATYA PARKASH AND BROS PVT LTD L2₹7.9 Cr+₹1.4 Cr (22.4%)Admitted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 \| NEW DELHI \| DELHI \| 110001	+8.88%	₹7.9 Cr+₹1.4 Cr (22.4%)	L2	Admitted-Finance
3	P C Gupta and Co Not Admitted-Fee/PreQual/Technical N A	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹7.2 Cr

EMD Value

₹14.4 L

Closing Date

16 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, M-113(N), PWD, Delhi

Address

Executive Engineer, M-113(N), PWD, Delhi-10

Work Description

AR and MO Various roads under PWD Division South West Road-1 during 2026-27. SH Repair of brown patches at various roads under Sub Division-I and II, New Delhi. Modified Balance.

Tender Information

Tender ID

2026_PWD_297811_1

Reference Number

31/SE/SWC/PWD/2026-27, 39/EE/SWR-1/PWD/2026-27.

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

New Delhi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

Required(i) Copy of receipt for deposition of original EMD to any division office of PWD (GNCTD) and (.pdf)

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

Required(iii) A certificate of work experience issued by an officer not below the rank of Executive Engineer (.pdf)

Required(iv) Affidavit on non judicial stamp paper of Rs. 100/- for Format F, Format G, Format H, (.pdf)

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

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

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

Required(viii) The agency has to upload details such as Proprietor name, Mobile No., eMail ID (.pdf)

Required(ix) Letter of Transmittal as per Form J. (Not applicable to bidder having enlistment in appropriate (.pdf)

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

Required(xi) Bankers Certificate (Form B) or Net Worth Certificate (Form B-1) (Not applicable to bidder hav (.pdf)

Required(xii) An affidavit of having owning hot mix plant installed in NCR (Batch type only), fitted with (.pdf)

Required(xiii) An affidavit of having owning at least one Hydrostatic paver finisher fitting with electroni (.pdf)

Required(xiv) Valid pollution certificate/NOC for running Hot Mix Plant from Central/State Pollution (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹14.4 L

Important Dates

Last Activity

24 Sept 2026

Published

1 Sept 2026

Bid Opening

16 Sept 2026

Download Starts

1 Sept 2026

Download Ends

16 Sept 2026

Submission Starts

1 Sept 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
1.1	All kinds of soil	-	Cum	-	-
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 and durability; including laying at site, 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. : All works upto plinth level :
2.1	M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum	-	Cum	-	-
2.2	Concrete of M-25 grade with minimum cement content of 300 kg /cum Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum	-	Cum	1	-
3Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
3.1	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	-	Cum	-	-
4Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.
5Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.5.1) With medium setting bitumen emulsion.
5.1	5.1.1) On W.B.M / W.M.M. @ 0.4kg/sqm	-	Sqm	1	-

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 • 2.82 MB

Work Item Documents

nit.pdf

Tender Documents • 2.80 MB

BOQ_396856.xls

BOQ • 0.25 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/s Awasthi Construction Co.

L1₹6.4 CrAdmitted-Finance

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

M/S SATYA PARKASH AND BROS PVT LTD

L2₹7.9 Cr+₹1.4 Cr (22.4%)Admitted-Finance

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

P C Gupta and Co

Not Admitted-Fee/PreQual/Technical

N A

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
1.1	All kinds of soil	-	Cum	-	-
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 and durability; including laying at site, 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. : All works upto plinth level :
2.1	M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum	-	Cum	-	-
2.2	Concrete of M-25 grade with minimum cement content of 300 kg /cum Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum	-	Cum	1	-
3Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
3.1	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	-	Cum	-	-
4Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.
5Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.5.1) With medium setting bitumen emulsion.
5.1	5.1.1) On W.B.M / W.M.M. @ 0.4kg/sqm	-	Sqm	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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

1.1

All kinds of soil

Cum

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 and durability; including laying at site, 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. : All works upto plinth level :

2.1

M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum

Cum

2.2

Concrete of M-25 grade with minimum cement content of 300 kg /cum Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum

Cum

3Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

3.1

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Cum

4Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.

5Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.5.1) With medium setting bitumen emulsion.

5.1

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

Sqm