Delhi

Financial Eval

Surety Bonds Accepted

Works

Civil Works - Roads

Construction of Precast RCC drain and Footpath on 100 Foota Road (ID-1187) from Nanda Pump House (SSN Road) to Anuvrat Marg culvert via Phool Mandi cut under PWD Division South Road-1.

Public Works Department

DIVISION SOUTH ROAD-1 | South East Delhi, Delhi

Amount: ₹26.8 CrCloses: 30 Jul 202627 Jul 2026Closed

Timeline

Published3 Jul 2026
Closed30 Jul 2026
Technical Evaluation21 Sept 2026
Financial Evaluation21 Sept 2026
Award—

Bids

Percentage

2 Bids21 Sept 2026

#	Company	Amount	Rank	Status
1	K. Construction Company L1₹27.3 CrAccepted-Finance D 1 23 IST FLOOR VASANT VIHAR NEW DELHI 110057 \| NEW DELHI \| DELHI \| 110057	₹27.3 Cr	L1	Accepted-Finance L1
2	JNP INFRASTRUCTURE L2₹27.6 Cr+₹29.8 L (1.09%)Accepted-Finance	₹27.6 Cr+₹29.8 L (1.09%)	L2	Accepted-Finance L2

Corrigenda

Corrigendum

3 updatesLatest on 18 Jul 2026Submission Ends:27 Jul 202630 Jul 2026

Date changes

Download Ends27 Jul 202630 Jul 2026Submission Ends27 Jul 202630 Jul 2026Bid Opening27 Jul 202630 Jul 2026

Tender Value

₹26.8 Cr

EMD Value

₹36.8 L

Closing Date

30 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

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

Work Description

Construction of Precast RCC drain and Footpath on 100 Foota Road (ID-1187) from Nanda Pump House (SSN Road) to Anuvrat Marg culvert via Phool Mandi cut under PWD Division South Road-1.

Tender Information

Tender ID

2026_PWD_294788_1

Reference Number

27/CE/South/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

DIVISION SOUTH ROAD-1

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

18 documents required · 18 mandatory

Fee/PreQual/Technical

Required(i) Insurance Surety Bond, Demand Draft/ Account Payee Bankers Cheque / FDR/ Bank --(As per NIT) (.pdf)

Required(ii)Copy of Receipt of deposition of original EMD issued from division office of any EE-(As per NIT) (.pdf)

Required(iii) Enlistment order of the contractor.(Applicable for CPWD enlisted contractors only). (.pdf)

Required(iv) Certificate of financial turn over from Chartered Accountant duly issued with UDIN-(As per NIT) (.pdf)

Required(v) Bankers Certificate / Net Worth Certificate duly issued with UDIN Number (Form B/ B-1). (.pdf)

Required(vi) Detail of similar works completed during last 7 years as per Form C (.pdf)

Required(vii) Work experience Certificate issued by the owner department Form D (.pdf)

Required(viii) Calculation of Bidding capacity along with Form C-1, C-2 and C-3. (.pdf)

Required(ix) Certificate regarding structure and organization (Form -E) (.pdf)

Required(x) The Copy of GST Registration Certificate of Delhi, if already ---(As per NIT) (.pdf)

Required(xi) Upload NIT in PDF form as uploaded by EE. This will satisfy digital signing --(As per NIT) (.pdf)

Required(xii) Letter of transmittal (Form K) (.pdf)

Required(xiii)Affidavit on non-judicial stamp paper of Rs.200/-as per the format specified in-(As per NIT) (.pdf)

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

Required(xv) Integrity Pact signed by the bidder in the presence of a witness for works equal-(As per NIT) (.pdf)

Required(xvi) If the work experience certificate attached is for the work executed for any --(As per NIT) (.pdf)

Required(xvii) Scanned copy of an affidavit on non-judicial stamp paper minimum Rs.200/- for ---(As per NIT) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹36.8 L

Pre-Bid Meeting

Meeting Place

O/o Chief Engineer, Zone (South), PWD, New Delhi

Important Dates

Last Activity

21 Sept 2026

Published

3 Jul 2026

Bid Opening

30 Jul 2026

Download Starts

3 Jul 2026

Download Ends

30 Jul 2026

Submission Starts

3 Jul 2026

Pre-Bid Meeting

10 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 (41 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.
1.01	All kinds of soil	22,034	cum	177.5	₹39,11,035
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.	4,150	cum	196	₹8,13,400
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)	24	cum	6,518.6	₹1,56,446.4
4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to plinth level, excluding the cost of centering, shuttering and finishing:
4.01	1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)	72	cum	8,324.6	₹5,99,371.2
5	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 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.	36	Each	929.8	₹33,472.8
6Providing 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 of concrete 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. :
6.01	All works upto plinth level :	-	-	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.78 MB

Work Item Documents

BOQ_392062.xls

BOQ • 0.41 MB

Corrigendum Documents

Corrigendum2.pdf

PDF • 0.35 MB

corrigendum1.pdf

PDF • 0.37 MB

corrigendum1.pdf

PDF • 0.37 MB

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Company

K. Construction Company

L1₹27.3 CrAccepted-Finance

D 1 23 IST FLOOR VASANT VIHAR NEW DELHI 110057 | NEW DELHI | DELHI | 110057

JNP INFRASTRUCTURE

L2₹27.6 Cr+₹29.8 L (1.09%)Accepted-Finance

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.
1.01	All kinds of soil	22,034	cum	177.5	₹39,11,035
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.	4,150	cum	196	₹8,13,400
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)	24	cum	6,518.6	₹1,56,446.4
4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to plinth level, excluding the cost of centering, shuttering and finishing:
4.01	1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)	72	cum	8,324.6	₹5,99,371.2
5	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 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.	36	Each	929.8	₹33,472.8
6Providing 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 of concrete 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. :
6.01	All works upto plinth level :	-	-	-	-

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.

1.01

All kinds of soil

22,034

cum

177.5

₹39,11,035

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.

4,150

cum

196

₹8,13,400

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.01

1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

6,518.6

₹1,56,446.4

4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to plinth level, excluding the cost of centering, shuttering and finishing:

4.01

1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

8,324.6

₹5,99,371.2

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 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.

Each

929.8

₹33,472.8

6Providing 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 of concrete 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. :

6.01

All works upto plinth level :