CPPP

Financial BO

Works

Civil Works

M/o completed scheme under NA - II North Zone

Delhi Development Authority

MUKHERJEE NAGAR | North West Delhi, Delhi

Amount: ₹84.2 LCloses: 30 Jul 2026Closed

Timeline

Published25 Jul 2026
Closed30 Jul 2026
Financial Evaluation31 Jul 2026
Award—

Bids

Percentage

2 Bids31 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S Malik Construction L1₹80.8 LAdmitted-Finance	-4.00%	₹80.8 L	L1	Admitted-Finance
2	R K GOEL ABHEY KUMAR JAIN L2₹92.6 L+₹11.8 L (14.6%)Admitted-Finance N I T NO EE M III WZ 2025 26 TC 72 \| GURUGRAM \| HARYANA \| 122008	+9.99%	₹92.6 L+₹11.8 L (14.6%)	L2	Admitted-Finance

Tender Value

₹84.2 L

EMD Value

₹1.7 L

Closing Date

30 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE,NMD-2,DDA

Address

EE,NMD-2,DDA

Work Description

Road restoration work of road in Dheerpur against the payment deposited by DJB and other agencies.

Tender Information

Tender ID

2026_DDA_919089_1

Reference Number

17/EE/NMD-2/DDA/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

MUKHERJEE NAGAR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for Earnest Money deposited on DDAs IFMIS Portal at (.pdf)

RequiredCancelled cheque of Bank. (.pdf)

RequiredCopy of payment of e-registration fee paid in CRB of DDA. (.pdf)

RequiredProof of registration of Contractors in Contractors Registration Board (CRB) of DDA. (.pdf)

RequiredScanned Copy of PAN Card (.pdf)

RequiredScanned Copy of registration EPFO and ESI. (.pdf)

RequiredTender acceptance letter (To be given on Company Letter Head). (Annexure on page (.pdf)

RequiredCopy of GST registration Certificate as per NIT (.pdf)

Finance

RequiredSchedule of price bid in the form of BOQ_XXXXXX.xls. (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.7 L

Important Dates

Last Activity

31 Jul 2026

Published

25 Jul 2026

Bid Opening

30 Jul 2026

Download Starts

25 Jul 2026

Download Ends

30 Jul 2026

Submission Starts

25 Jul 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
1	Supplying and stacking at site : 63 mm to 45 mm size stone aggregate	-	cum	1,636.05	-
2	Supplying and stacking at site. : Stone screening 11.2 mm nominal size (Type B)	-	cum	2,247.75	-
3	Supplying and stacking at site. : Red bajri	-	cum	1,564.9	-
4	Supplying and stacking at site. : Good earth	-	cum	775.5	-
5	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .	-	cum	1,046.95	-
6	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 : On W.B.M / W.M.M. @ 0.4kg/sqm	-	sqm	21.2	-
7	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 : On bituminous surface @ 0.25kg/sqm	-	sqm	14.05	-
8	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	-	cum	8,505.65	-
9	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 VG-30 @ 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	12,126.2	-
10	Total 83,15,632.00	-	-	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 1.27 MB

Work Item Documents

BOQ_965853.xls

BOQ • 0.29 MB

NIT17.pdf

Tender Documents • 1.66 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/S Malik Construction

L1₹80.8 LAdmitted-Finance

R K GOEL ABHEY KUMAR JAIN

L2₹92.6 L+₹11.8 L (14.6%)Admitted-Finance

N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Supplying and stacking at site : 63 mm to 45 mm size stone aggregate

cum

1,636.05

Supplying and stacking at site. : Stone screening 11.2 mm nominal size (Type B)

cum

2,247.75

Supplying and stacking at site. : Red bajri

cum

1,564.9

Supplying and stacking at site. : Good earth

cum

775.5

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

cum

1,046.95

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 : On W.B.M / W.M.M. @ 0.4kg/sqm

sqm

21.2

sqm

14.05

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

cum

8,505.65

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 VG-30 @ 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

12,126.2

Total 83,15,632.00