Delhi

Financial Eval

Works

Civil Works

Making Pedestrian path in Green Belt, Diamond Core Cutting in RCC Wall and other Misc. works in Service lane of Pankha Road).

Public Works Department

Under WR-12 | West Delhi, Delhi

Amount: ₹2.4 CrCloses: 27 Jun 2026Closed

Timeline

Published19 Jun 2026
Closed27 Jun 2026
Technical Evaluation7 Jul 2026
Financial Evaluation7 Jul 2026
Award—

Bids

Percentage

3 Bids7 Jul 2026

#	Company	Amount	Rank	Status
1	Shivam Enterprises L1₹1.4 CrAccepted-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 \| UDHAMPUR \| JAMMU AND KASHMIR \| 182101	₹1.4 Cr	L1	Accepted-Finance Accepted
2	P.R.S. Yash & Co. L2₹1.7 Cr+₹25.7 L (17.7%)Accepted-Finance	₹1.7 Cr+₹25.7 L (17.7%)	L2	Accepted-Finance Accepted
3	M/S SANJAY ENTERPRISES L3₹2.0 Cr+₹51.8 L (35.8%)Accepted-Finance B 196 DUGGAL COLONY DEVLI ROAD KHANPUR NEW DELHI 110062 \| SOUTH \| DELHI \| 110062	₹2.0 Cr+₹51.8 L (35.8%)	L3	Accepted-Finance Accepted

Tender Value

₹2.4 Cr

EMD Value

₹4.7 L

Closing Date

27 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PWD Division M-111 New Delhi

Address

Executive Engineer PWD Division M-111 R R Line Ring Road New Delhi-110010

Work Description

Making Pedestrian path in Green Belt, Diamond Core Cutting in RCC Wall and other Misc. works in Service lane of Pankha Road).

Tender Information

Tender ID

2026_PWD_293792_1

Reference Number

20/SE/WMC/PWD/2026-27 (19/EE/PWD/WR-1/2026-27)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

Under WR-12

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for deposition of original EMD to any division office of CPWD/PWD and scanned copy (.pdf)

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

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

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

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

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

RequiredLetter of Transmittal as per Form-J (for Non CPWD contractors) (P-30) (.pdf)

RequiredUndertaking For Site Inspection as per Form-K (P-31). (.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 having... (.pdf)

RequiredAny other documents (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹4.7 L

Important Dates

Last Activity

7 Jul 2026

Published

19 Jun 2026

Bid Opening

27 Jun 2026

Download Starts

19 Jun 2026

Download Ends

27 Jun 2026

Submission Starts

19 Jun 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 (22 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.
1.01	All kinds of soil	154	Cum	177.5	₹27,335
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	35	Cum	196	₹6,860
3	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	552	Sqm	749.3	₹4,13,613.6
4Providing 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 :
4.01	Concrete of M10 grade with minimum cement content of 220 kg /cum	357	Cum	8,835.15	₹31,54,148.55
4.02	Concrete of M25 grade with minimum cement content of 300 kg /cum	442	Cum	9,439.05	₹41,72,060.1
5Centering and shuttering including strutting, propping etc. and removal of form for :
5.01	Columns, Pillars, Piers, Abutments, Posts and Struts	182	Sqm	961.3	₹1,74,956.6
5.02	Edges of slabs and breaks in floors and walls Under 20 cm wide	624	Metre	208.55	₹1,30,135.2

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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

Financial Evaluation

fin_eval.pdf

PDF

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 • 4.32 MB

Work Item Documents

BOQ_390561.xls

BOQ • 0.37 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Shivam Enterprises

L1₹1.4 CrAccepted-Finance

0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101

P.R.S. Yash & Co.

L2₹1.7 Cr+₹25.7 L (17.7%)Accepted-Finance

M/S SANJAY ENTERPRISES

L3₹2.0 Cr+₹51.8 L (35.8%)Accepted-Finance

B 196 DUGGAL COLONY DEVLI ROAD KHANPUR NEW DELHI 110062 | SOUTH | DELHI | 110062

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.
1.01	All kinds of soil	154	Cum	177.5	₹27,335
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	35	Cum	196	₹6,860
3	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	552	Sqm	749.3	₹4,13,613.6
4Providing 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 :
4.01	Concrete of M10 grade with minimum cement content of 220 kg /cum	357	Cum	8,835.15	₹31,54,148.55
4.02	Concrete of M25 grade with minimum cement content of 300 kg /cum	442	Cum	9,439.05	₹41,72,060.1
5Centering and shuttering including strutting, propping etc. and removal of form for :
5.01	Columns, Pillars, Piers, Abutments, Posts and Struts	182	Sqm	961.3	₹1,74,956.6
5.02	Edges of slabs and breaks in floors and walls Under 20 cm wide	624	Metre	208.55	₹1,30,135.2

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.

1.01

All kinds of soil

154

Cum

177.5

₹27,335

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Cum

196

₹6,860

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

552

Sqm

749.3

₹4,13,613.6

4Providing 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 :

4.01

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

357

Cum

8,835.15

₹31,54,148.55

4.02

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

442

Cum

9,439.05

₹41,72,060.1

5Centering and shuttering including strutting, propping etc. and removal of form for :

5.01

Columns, Pillars, Piers, Abutments, Posts and Struts

182

Sqm

961.3

₹1,74,956.6

5.02

Edges of slabs and breaks in floors and walls Under 20 cm wide

624

Metre

208.55

₹1,30,135.2