Tender ID

Delhi

Financial Eval

Works

Civil Works - Roads

Strengthening of Veer Hemu Marg, Dr. K.N. Katju Marg, B-4, Road and B-6 Roads under PWD North West Road-1 Division during 2025-26

Public Works Department

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

Amount: ₹24.2 CrCloses: 16 Oct 2025Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published1 Oct 2025
Closed16 Oct 2025
Technical Evaluation28 Oct 2025
Financial Evaluation28 Oct 2025
Award—

Bids

Percentage

6 Bids28 Oct 2025

#	Company	Amount	Rank	Status
1	C P Arora Private Limited L1₹16.1 CrAccepted-Finance 175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 \| NEW DELHI \| CENTRAL DELHI \| DELHI \| 110005	₹16.1 Cr	L1	Accepted-Finance Accept
2	SBG Infracon Private Limited L2₹16.9 Cr+₹74.8 L (4.63%)Accepted-Finance WZ 3 KAILASH PARK OPP KIRTI NAGAR PUNJAB NATIONAL BANK NEW DELHI 110015 \| NEW DELHI \| NEW DELHI \| DELHI \| 110015	₹16.9 Cr+₹74.8 L (4.63%)	L2	Accepted-Finance Accept
3	M/S SATYA PARKASH AND BROS PVT LTD L3₹16.9 Cr+₹80.8 L (5.01%)Accepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 \| NEW DELHI \| DELHI \| 110001	₹16.9 Cr+₹80.8 L (5.01%)	L3	Accepted-Finance Accept
4	SH. PAWAN KUMAR L3₹16.9 Cr+₹80.8 L (5.01%)Accepted-Finance	₹16.9 Cr+₹80.8 L (5.01%)	L3	Accepted-Finance Accept
5	MAHAVIR PRASAD GUPTA AND SONS L4₹17.2 Cr+₹1.1 Cr (6.57%)Accepted-Finance E 165 SHASTRI NAGAR DELHI 110052 \| NORTH DELHI \| DELHI \| 110052	₹17.2 Cr+₹1.1 Cr (6.57%)	L4	Accepted-Finance Accept

Tender Value

₹24.2 Cr

EMD Value

₹34.2 L

Closing Date

16 Oct 2025, 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

Strengthening of Veer Hemu Marg, Dr. K.N. Katju Marg, B-4, Road and B-6 Roads under PWD North West Road-1 Division during 2025-26

Tender Information

Tender ID

2025_PWD_279143_1

Reference Number

60/EE/NWR-1/PWD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

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

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Strengthening of Veer Hemu Marg, Dr. K.N. Katju Marg, B-4, Road and B-6 Roads under PWD North West Road-1 Division during 2025-26

Documents Required

17 documents required · 17 mandatory

Fee/PreQual/Technical

Required(i) Copy of receipt for deposition of original EMD to any division office of CPWD/PWD and scanned co (.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) Bidding Capacity (Form-C-1, C-2 and C-3) (For Non CPWD contractors only) (.pdf)

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

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

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

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

Required(ix) The agency has to upload details such as Proprietor name, Mobile No., e-Mail ID, Corresponde (.pdf)

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

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

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

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

Required(xiv) The intending bidders should be owner of at least One Hydrostatic paver finisher fitted with.. (.pdf)

Required(xv) All intending bidders should have valid pollution certificate/NOC for running above mentioned.. (.pdf)

Required(xvi) Copy of applicable license/registration of labour License with EPFO, ESIC. OR An undertaking.. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹34.2 L

Pre-Bid Meeting

Meeting Place

Chief Engineer, North Zone, PWD, 5th Floor, MSO...

Important Dates

Last Activity

28 Oct 2025

Published

1 Oct 2025

Bid Opening

16 Oct 2025

Download Starts

1 Oct 2025

Download Ends

16 Oct 2025

Submission Starts

1 Oct 2025

Pre-Bid Meeting

9 Oct 2025

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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion (a) On bituminous surface @ 0.25kg/sqm	0.58	Sqm	-	-
2	DSR 2023 correction factor is 0.973 as per OM 158/SE (TAS)/GST/2024/02-E dt.08/08/2024 = 5342091/-	-	Sqm	0.29	-
3	Cold Milling of Asphaltic Surface/Pavement (Removal of BC/DBM or any asphaltic material from road Surface/Concrete Surface) in thickness of 25 to 100 mm so as to below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size, depths directed by Engineer-in-Charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface and making good or asphalting work including local repair of damages/ distress occurre after milling etc. complete as per method and machinery prescribed in IRC.	-	Cum	-	-
4	Providing and laying Recycled Dense Graded Bituminous Macadam blend of upto 30% (by weight of total hot mix) reclaimed bituminous materials and 70% (by weight of total hot mix) new materials of specified grading permixed with bituminous binder, filler and rejuvenators as required, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specification to achieve the desired compaction and density, complete ar per specification and direction of Engineer-in-Charge. 50 to 100 mm average compacted thickness with final bitumen content @5% of grade VG-30 and lime filler @ 2% (percentage by weight of Aggregates) and waste plastic additive @8% (percentage by weight of bitumen) Necessary checks, evaluation as per MORTH specification for job mix design shall be carried out on the expenses of contractor before hauling and stock piling the reclaimed materials near the central recycle plant. (The rate of this item is including of all the operation mentioned in nomenclature and also necessary to complete the execution of this items. No extra shall be paid for hauling & stock piling etc.)	11,407	Cum	-	-
5	Providing and laying stone matrix Asphalt (SMA) using crushed stone aggregates of specified grading, premixed with bituminous binder and lime filler and cellulose fiber transporting the hot to work site by tippers, laying with paver finisher equipped with electronic sensor to the. required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per MORTH specification (5th revision) clause no. 515, complete in all respects and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with grade PMB 76-10 @ 6% (percentage by weight of total mix) and lime filler @ 3% (minimum) (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.30% of total mix, prepared in Batch Type Hot Plant of 100-120 TPH capacity. Note:- The overall minimum bitumen content shall be 6% of tatal mix and lime filler @ 3% (minimum) (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.30% of total mix. Nothing extra shall be paid for variation in materials in as per mix, design.	-	Cum	-	-
6	Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade PMB 76-10 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	-	Cum	1	-
7	Credit for salvage value of milled bitumimous material received from cold milling but not used in the recycled bituminous mix .	-	Cum	-	-
8	Add @3% Cost Index on Item No. 1, 2, 3, & 6 = 121921207/-	-	Cum	0.94	-

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 • 4.36 MB

Work Item Documents

BOQ_368406.xls

BOQ • 0.29 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

C P Arora Private Limited

L1₹16.1 CrAccepted-Finance

175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 | NEW DELHI | CENTRAL DELHI | DELHI | 110005

SBG Infracon Private Limited

L2₹16.9 Cr+₹74.8 L (4.63%)Accepted-Finance

WZ 3 KAILASH PARK OPP KIRTI NAGAR PUNJAB NATIONAL BANK NEW DELHI 110015 | NEW DELHI | NEW DELHI | DELHI | 110015

M/S SATYA PARKASH AND BROS PVT LTD

L3₹16.9 Cr+₹80.8 L (5.01%)Accepted-Finance

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

SH. PAWAN KUMAR

L3₹16.9 Cr+₹80.8 L (5.01%)Accepted-Finance

MAHAVIR PRASAD GUPTA AND SONS

L4₹17.2 Cr+₹1.1 Cr (6.57%)Accepted-Finance

E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion (a) On bituminous surface @ 0.25kg/sqm

0.58

Sqm

DSR 2023 correction factor is 0.973 as per OM 158/SE (TAS)/GST/2024/02-E dt.08/08/2024 = 5342091/-

Sqm

0.29

Cold Milling of Asphaltic Surface/Pavement (Removal of BC/DBM or any asphaltic material from road Surface/Concrete Surface) in thickness of 25 to 100 mm so as to below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size, depths directed by Engineer-in-Charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface and making good or asphalting work including local repair of damages/ distress occurre after milling etc. complete as per method and machinery prescribed in IRC.

Cum

Providing and laying Recycled Dense Graded Bituminous Macadam blend of upto 30% (by weight of total hot mix) reclaimed bituminous materials and 70% (by weight of total hot mix) new materials of specified grading permixed with bituminous binder, filler and rejuvenators as required, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specification to achieve the desired compaction and density, complete ar per specification and direction of Engineer-in-Charge. 50 to 100 mm average compacted thickness with final bitumen content @5% of grade VG-30 and lime filler @ 2% (percentage by weight of Aggregates) and waste plastic additive @8% (percentage by weight of bitumen) Necessary checks, evaluation as per MORTH specification for job mix design shall be carried out on the expenses of contractor before hauling and stock piling the reclaimed materials near the central recycle plant. (The rate of this item is including of all the operation mentioned in nomenclature and also necessary to complete the execution of this items. No extra shall be paid for hauling & stock piling etc.)

11,407

Cum

Providing and laying stone matrix Asphalt (SMA) using crushed stone aggregates of specified grading, premixed with bituminous binder and lime filler and cellulose fiber transporting the hot to work site by tippers, laying with paver finisher equipped with electronic sensor to the. required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per MORTH specification (5th revision) clause no. 515, complete in all respects and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with grade PMB 76-10 @ 6% (percentage by weight of total mix) and lime filler @ 3% (minimum) (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.30% of total mix, prepared in Batch Type Hot Plant of 100-120 TPH capacity. Note:- The overall minimum bitumen content shall be 6% of tatal mix and lime filler @ 3% (minimum) (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.30% of total mix. Nothing extra shall be paid for variation in materials in as per mix, design.

Cum

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade PMB 76-10 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Cum

Credit for salvage value of milled bitumimous material received from cold milling but not used in the recycled bituminous mix .

Cum

Add @3% Cost Index on Item No. 1, 2, 3, & 6 = 121921207/-

Cum

0.94