Delhi

Financial Eval

Works

Civil Works - Roads

Providing and Laying C.C. and paver block in Berm portion From MG Cut (CH-0 m) to mandi village (CH- 8000 m) and improvement of footpath from Jaunapur Neem Karauli Mandir to towards mandi village under PWD Division South Road-1/Sub-Division SR-15

Public Works Department

DIVISION SR-1/SUB DIVISION SR-15 | South East Delhi, Delhi

Amount: ₹2.8 CrCloses: 5 Aug 2026Closed

Timeline

Published24 Jul 2026
Closed5 Aug 2026
Technical Evaluation10 Aug 2026
Financial Evaluation10 Aug 2026
Award—

Bids

Percentage

7 Bids10 Aug 2026

#	Company	Amount	Rank	Status
1	Ravi Tanwar L1₹1.8 CrAccepted-Finance 38 ASOLA FATEHPUR BERI NEW DELHI 110074 \| SOUTH \| DELHI \| 110074	₹1.8 Cr	L1	Accepted-Finance L1
2	Gopal Construction Company L2₹1.8 Cr+₹49,681.96 (0.28%)Accepted-Finance	₹1.8 Cr+₹49,681.96 (0.28%)	L2	Accepted-Finance L2
3	KAPIL TANWAR L3₹1.8 Cr+₹66,242.61 (0.37%)Accepted-Finance	₹1.8 Cr+₹66,242.61 (0.37%)	L3	Accepted-Finance L3
4	Goyal And Sons L4₹1.9 Cr+₹16.4 L (9.28%)Accepted-Finance	₹1.9 Cr+₹16.4 L (9.28%)	L4	Accepted-Finance L4
5	Chaudhary Construction Company Private Limited L5₹1.9 Cr+₹16.6 L (9.37%)Accepted-Finance A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 \| SHAHDARA \| DELHI \| 110092	₹1.9 Cr+₹16.6 L (9.37%)	L5	Accepted-Finance L5

Tender Value

₹2.8 Cr

EMD Value

₹5.5 L

Closing Date

5 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Executive Engineer, PWD Division, South Road-I, (M-441) Sukhdev Vihar, New Delhi.

Work Description

Providing and Laying C.C. and paver block in Berm portion From MG Cut (CH-0 m) to mandi village (CH- 8000 m) and improvement of footpath from Jaunapur Neem Karauli Mandir to towards mandi village under PWD Division South Road-1/Sub-Division SR-15

Tender Information

Tender ID

2026_PWD_295870_1

Reference Number

25/EE/PWD/RMD/SR-I/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

DIVISION SR-1/SUB DIVISION SR-15

Source Website

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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,-(As per NIT) (.pdf)

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

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

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

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

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

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

Required(viii) The Copy of GST Registration Certificate of the State in which the work ---(As per NIT) (.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 --(As per NIT) (.pdf)

Required(xi) The agency have to upload details such as - Proprietor name, Mob No., e-Mail ID---(As per NIT) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5.5 L

Important Dates

Last Activity

10 Aug 2026

Published

24 Jul 2026

Bid Opening

5 Aug 2026

Download Starts

24 Jul 2026

Download Ends

5 Aug 2026

Submission Starts

24 Jul 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 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
1.01	All kinds of soil	10,555	sqm	129.85	₹13,70,566.75
2	Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.	60	Each	929.8	₹55,788
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 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. :
3.01	All works upto plinth level :	-	-	-	-
3.02	Concrete of M10 grade with minimum cement content of 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. The design mix specifying cement content less than 220 kg/cum shall not be acceptable.	1,097	cum	8,479.5	₹93,02,011.5
3.03	Concrete of M25 grade with minimum cement content of 330 kg /cum Note:- Cement content considered in this item is minimum @330 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 330 kg/cum. The design mix specifying cement content less than 330 kg/cum shall not be acceptable.	1,168	cum	9,083.4	₹1,06,09,411.2
4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
4.01	Cement mortar 1:6(1 cement :6 coarse sand)	84	cum	7,132.25	₹5,99,109
512 mm cement plaster finished with a floating coat of neat cement of mix:

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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 • 3.02 MB

Work Item Documents

SOQ.pdf

Additional Documents • 0.29 MB

BOQ_393694.xls

BOQ • 0.30 MB

Ready to Participate?

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Company

Ravi Tanwar

L1₹1.8 CrAccepted-Finance

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

Gopal Construction Company

L2₹1.8 Cr+₹49,681.96 (0.28%)Accepted-Finance

KAPIL TANWAR

L3₹1.8 Cr+₹66,242.61 (0.37%)Accepted-Finance

Goyal And Sons

L4₹1.9 Cr+₹16.4 L (9.28%)Accepted-Finance

Chaudhary Construction Company Private Limited

L5₹1.9 Cr+₹16.6 L (9.37%)Accepted-Finance

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

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
1.01	All kinds of soil	10,555	sqm	129.85	₹13,70,566.75
2	Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.	60	Each	929.8	₹55,788
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 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. :
3.01	All works upto plinth level :	-	-	-	-
3.02	Concrete of M10 grade with minimum cement content of 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. The design mix specifying cement content less than 220 kg/cum shall not be acceptable.	1,097	cum	8,479.5	₹93,02,011.5
3.03	Concrete of M25 grade with minimum cement content of 330 kg /cum Note:- Cement content considered in this item is minimum @330 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 330 kg/cum. The design mix specifying cement content less than 330 kg/cum shall not be acceptable.	1,168	cum	9,083.4	₹1,06,09,411.2
4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
4.01	Cement mortar 1:6(1 cement :6 coarse sand)	84	cum	7,132.25	₹5,99,109
512 mm cement plaster finished with a floating coat of neat cement of mix:

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:

1.01

All kinds of soil

10,555

sqm

129.85

₹13,70,566.75

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

Each

929.8

₹55,788

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 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. :

3.01

All works upto plinth level :

3.02

Concrete of M10 grade with minimum cement content of 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. The design mix specifying cement content less than 220 kg/cum shall not be acceptable.

1,097

cum

8,479.5

₹93,02,011.5

3.03

Concrete of M25 grade with minimum cement content of 330 kg /cum Note:- Cement content considered in this item is minimum @330 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 330 kg/cum. The design mix specifying cement content less than 330 kg/cum shall not be acceptable.

1,168

cum

9,083.4

₹1,06,09,411.2

4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

4.01

Cement mortar 1:6(1 cement :6 coarse sand)

cum

7,132.25

₹5,99,109

512 mm cement plaster finished with a floating coat of neat cement of mix: