Delhi

Financial Eval

Works

Civil Works - Roads

A/R and M/O to various road PWD division North West Road-1 under Sub division NWR-11 during 2026-27 (SH Construction of New Culvert and Adjoining Drain at Kabir Das Marg under Sub Division NWR-11, Division North West Road-1 during 2026-27

Public Works Department

EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033 | North Delhi, Delhi

Amount: ₹44.9 LCloses: 22 May 2026Closed

Timeline

Published15 May 2026
Closed22 May 2026
Technical Evaluation27 May 2026
Financial Evaluation27 May 2026
Award—

Bids

Percentage

5 Bids27 May 2026

#	Company	Amount	Rank	Status
1	KAURA CONSTRUCTION COMPANY L1₹23.3 LAccepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 \| NORTH WEST \| DELHI \| 110089	₹23.3 L	L1	Accepted-Finance Accept
2	MANMOHAN KUMAR L2₹26.4 L+₹3.1 L (13.2%)Accepted-Finance	₹26.4 L+₹3.1 L (13.2%)	L2	Accepted-Finance Accept
3	BALAJI CONSTRUCTION COMPANY L3₹27.9 L+₹4.5 L (19.4%)Accepted-Finance 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 \| JAIPUR \| RAJASTHAN \| 303301	₹27.9 L+₹4.5 L (19.4%)	L3	Accepted-Finance Accept
4	Parul Gupta L4₹31.8 L+₹8.5 L (36.5%)Accepted-Finance	₹31.8 L+₹8.5 L (36.5%)	L4	Accepted-Finance Accept
5	Naraniya Constrcution Company L5₹32.4 L+₹9.1 L (38.9%)Accepted-Finance	₹32.4 L+₹9.1 L (38.9%)	L5	Accepted-Finance Accept

Tender Value

₹44.9 L

EMD Value

₹89,700

Closing Date

22 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033

Address

EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033

Work Description

A/R and M/O to various road PWD division North West Road-1 under Sub division NWR-11 during 2026-27 (SH Construction of New Culvert and Adjoining Drain at Kabir Das Marg under Sub Division NWR-11, Division North West Road-1 during 2026-27

Tender Information

Tender ID

2026_PWD_291463_1

Reference Number

12/EE/NWR-1/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

60 days

Location

EE, NWR-1, PWD, Mukarba Chowk, Delhi-110033

Source Website

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Eligibility / Pre-Qualification

Documents Required

18 documents required · 18 mandatory

Fee/PreQual/Technical

Required(A) For CPWD enlisted contractor in appropriate composite category. (.pdf)

Required(i) Copy of receipt of deposition of original EMD to Division office of any EE, CPWD/PWD. (.pdf)

Required(ii) Insurance Surety Bond, Demand Draft/ Account Payee Bankers Cheque / FDR/ Bank Guarantee of any (.pdf)

Required(iii) Valid CPWD Registration Certificate of appropriate composite category. (.pdf)

Required(iv) GST Registration Certificate of the state in which the work is to be taken up, if already obtai (.pdf)

Required(v) PAN Card issued by Income Tax Department. (.pdf)

Required(B) For other eligible agencies who are not enlisted under appropriate composite category of CPWD (.pdf)

Required(i) Copy of receipt of deposition of original EMD to Division office of any EE, CPWD/PWD (.pdf)

Required(ii) Certificate of Financial Turnover from C.A. (Form A) (.pdf)

Required(iii) Bankers Certificate (Form B) or Net worth Certificate (Form B1) (.pdf)

Required(iv) Experience in similar nature of work during last seven years (Form-C) (.pdf)

Required(v) Performance Report of works (Form D) (.pdf)

Required(vi) GST Registration Certificate of the state in which the work is to be taken up, if already obtai (.pdf)

Required(vii) An affidavit as specified under clause 1.2.2 of CPWD 6. (.pdf)

Required(viii) Letter of Transmittal. (.pdf)

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

Required(x) Insurance Surety Bond, Demand Draft/ Account Payee Bankers Cheque / FDR/ Bank Guarantee of any (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹89,700

Important Dates

Last Activity

27 May 2026

Published

15 May 2026

Bid Opening

22 May 2026

Download Starts

15 May 2026

Download Ends

22 May 2026

Submission Starts

15 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
2Filling 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 m and lift upto 1.5 m
3	Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete	-	Sqm	1	-
3.1	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	Sqm	-	-
3.2	Suspended floors, roofs, landings, balconies and access platform	-	Sqm	-	-
4	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	-	Cum	1	-
5Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
6	Providing 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; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 370 kg /cum	-	Cum	1	-
7Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
8	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.	-	Kg	1	-

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 • 2.05 MB

Work Item Documents

BOQ_386824.xls

BOQ • 0.30 MB

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Company

KAURA CONSTRUCTION COMPANY

L1₹23.3 LAccepted-Finance

A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089

MANMOHAN KUMAR

L2₹26.4 L+₹3.1 L (13.2%)Accepted-Finance

BALAJI CONSTRUCTION COMPANY

L3₹27.9 L+₹4.5 L (19.4%)Accepted-Finance

182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301

Parul Gupta

L4₹31.8 L+₹8.5 L (36.5%)Accepted-Finance

Naraniya Constrcution Company

L5₹32.4 L+₹9.1 L (38.9%)Accepted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
2Filling 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 m and lift upto 1.5 m
3	Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete	-	Sqm	1	-
3.1	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	Sqm	-	-
3.2	Suspended floors, roofs, landings, balconies and access platform	-	Sqm	-	-
4	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	-	Cum	1	-
5Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
6	Providing 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; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 370 kg /cum	-	Cum	1	-
7Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
8	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.	-	Kg	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

2Filling 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 m and lift upto 1.5 m

Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete

Sqm

3.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Sqm

3.2

Suspended floors, roofs, landings, balconies and access platform

Sqm

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Cum

5Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Providing 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; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 370 kg /cum

Cum

7Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.