CPPP

Financial BO

Works

Civil Works

Providing and laying 250 mm to 1600 mm nominal dia internal and peripheral sewer line in Kirari group of colonies under Rohini catchment area, in Delhi and construction of WWPS at Prem Nagar, Bhagya Vihar and Pratap Vihar including rising mains.

Delhi Development Authority

Rohini | North West Delhi, Delhi

Amount: ₹2.6 CrCloses: 13 Jun 20265 Jun 2026Closed

Timeline

Published23 May 2026
Closed13 Jun 2026
Technical Evaluation31 Jul 2026
Financial Evaluation31 Jul 2026
Award—

Bids

Percentage

3 Bids31 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	SIDDHARTH DABAS L1₹2.1 CrAdmitted-Finance	-18.99%	₹2.1 Cr	L1	Admitted-Finance
2	B S BUILDERS L2₹2.4 Cr+₹31.3 L (14.8%)Admitted-Finance	-6.99%	₹2.4 Cr+₹31.3 L (14.8%)	L2	Admitted-Finance
3	R K GOEL ABHEY KUMAR JAIN L3₹3.0 Cr+₹91.2 L (43.2%)Admitted-Finance N I T NO EE M III WZ 2025 26 TC 72 \| GURUGRAM \| HARYANA \| 122008	+15.99%	₹3.0 Cr+₹91.2 L (43.2%)	L3	Admitted-Finance

Corrigenda

Corrigendum

2 updatesLatest on 5 Jun 2026Submission Ends:5 Jun 202613 Jun 2026

Date changes

Download Ends5 Jun 202613 Jun 2026Submission Ends5 Jun 202613 Jun 2026Bid Opening6 Jun 202615 Jun 2026

Tender Value

₹2.6 Cr

EMD Value

₹5.2 L

Closing Date

13 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE,RMD-2,DDA

Address

EE,RMD-2,DDA

Work Description

Restroation of 30.0 andf 60.0 R/w roads in Sector-41, Phase-v, Rohini.

Tender Information

Tender ID

2026_DDA_909996_1

Reference Number

04/EE/RMD-2/DDA/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

150 days

Location

Rohini

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

Requiredi. Scanned copy of Proof of registration in Contractors Registration Board (CRB) of DDA/Valid enl (.pdf)

Requiredii. Scanned copy of proof of depositing E-Tender processing fee to CRB/DDA (valid upto last date/e (.pdf)

Requirediii. Scanned copy of Unique transaction reference of RTGS/NEFT of Earnest Money Rs. 5,21,607/- (.pdf)

Requirediv. Scanned copy of Details of works in Form-C in this NIT whose Certificates of Work Experience ar (.pdf)

Requiredv. Scanned copy of Certificate of Work Experience as per FORM-D and eligibility criteria specified (.pdf)

Requiredvi. Scanned copy of PAN Card (.pdf)

Requiredvii. Certificate of Registration for GST and acknowledgement of up to date filed return (Upto March (.pdf)

Requiredviii. Scanned copy of Tender Acceptance Letter (To be given on Company Letter Head, duly Signed (.pdf)

Requiredix. Copy of certificate of registration with EPFO and ESIC. (.pdf)

Requiredx. Scanned copy of work specific (with clearly mentioned name of work and sub head) undertaki (.pdf)

Requiredxi. Scanned copy of work specific (with clearly mentioned name of work and sub head) Affidavit/un (.pdf)

Requiredxii. The following documents should be merged and uploaded as per NIT (.pdf)

Requiredxiii. Bank Accounts details of agency or Scanned Copy of Cancelled Cheque. (.pdf)

Requiredxiv. Email ID, contact number and Mailing address for all correspondence.xv. Any other Documents as (.pdf)

Requiredxvi. a) Documents of ownership of batch type hot mix plant along with NOC/Consent letter to operate (.pdf)

Finance

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

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5.2 L

Important Dates

Last Activity

31 Jul 2026

Published

23 May 2026

Bid Opening

15 Jun 2026

Download Starts

23 May 2026

Download Ends

13 Jun 2026

Submission Starts

23 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 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting within site of work including all lifts and leads. a) All kinds of soil	-	cum	60.6	-
2	Compacting original ground supporting sub grade, loosening of the ground up to a level of 500 mm below the subgrade level, watered graded and compacting in layer to meet the requirement of as per table 300-2 of MORTH specification. (The rate shall include excavation of roadway and using the excavated soil in preparation of sub grade to ensure that everywhere 500 mm subgrade is prepared afresh with soil having minimum CBR value 8 %. If soil of CBR 8% is not availble then the agency will do appropriate stabilization as per IRC-SP-89-2010 as approved by Engineer-in-charge and nothing extra shall be paid on this account and it will be incidental to work.(Camber to be maintained as per existing road)	-	sqm	43.75	-
3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
3.1	a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30	-	cum	2,784	-
3.2	b) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25	-	cum	2,924.85	-
4	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.	-	cum	2,914.3	-
5	Providing and applying priming coat with bitumen emulsion using emulsion pressure distributer including preparing the surface & Cleaning with mechanical broom (a) With medium setting bitumen emulsion i) On W.M.M @ 0.60 Kg/Sqm	-	sqm	34.45	-
6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (a) With medium setting bitumen emulsion.
6.1	i) On W.B.M / W.M.M. @ 0.4kg/sqm.	-	sqm	21.2	-
6.2	ii) On bituminous surface @ 0.25kg/sqm	-	sqm	14.05	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.60 MB

Work Item Documents

BOQ_956407.xls

BOQ • 0.32 MB

NIT04.pdf

Tender Documents • 2.58 MB

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Company

SIDDHARTH DABAS

L1₹2.1 CrAdmitted-Finance

B S BUILDERS

L2₹2.4 Cr+₹31.3 L (14.8%)Admitted-Finance

R K GOEL ABHEY KUMAR JAIN

L3₹3.0 Cr+₹91.2 L (43.2%)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

Earth work in excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting within site of work including all lifts and leads. a) All kinds of soil

cum

60.6

Compacting original ground supporting sub grade, loosening of the ground up to a level of 500 mm below the subgrade level, watered graded and compacting in layer to meet the requirement of as per table 300-2 of MORTH specification. (The rate shall include excavation of roadway and using the excavated soil in preparation of sub grade to ensure that everywhere 500 mm subgrade is prepared afresh with soil having minimum CBR value 8 %. If soil of CBR 8% is not availble then the agency will do appropriate stabilization as per IRC-SP-89-2010 as approved by Engineer-in-charge and nothing extra shall be paid on this account and it will be incidental to work.(Camber to be maintained as per existing road)

sqm

43.75

3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

3.1

a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

cum

2,784

3.2

b) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

cum

2,924.85

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

cum

2,914.3

Providing and applying priming coat with bitumen emulsion using emulsion pressure distributer including preparing the surface & Cleaning with mechanical broom (a) With medium setting bitumen emulsion i) On W.M.M @ 0.60 Kg/Sqm

sqm

34.45

6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (a) With medium setting bitumen emulsion.

6.1

i) On W.B.M / W.M.M. @ 0.4kg/sqm.

sqm

21.2

6.2

ii) On bituminous surface @ 0.25kg/sqm

sqm

14.05