CPPP

Financial BO

Works

Civil Works

Development of 8.66 Hectare of land for residential pocket-1, Block-C, Sector- 38, Phase-V, Rohini..

Delhi Development Authority

Rohini | North West Delhi, Delhi

Amount: ₹2.0 CrCloses: 23 Apr 2026Closed

Timeline

Published17 Apr 2026
Closed23 Apr 2026
Technical Evaluation6 May 2026
Financial Evaluation6 May 2026
Award—

Bids

Percentage

4 Bids6 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	SIDDHARTH DABAS L1₹1.9 CrAdmitted-Finance	-2.09%	₹1.9 Cr	L1	Admitted-Finance
2	SHOKEEN CONSTRUCTION CO. L2₹2.0 Cr+₹11.0 L (5.70%)Admitted-Finance	+3.49%	₹2.0 Cr+₹11.0 L (5.70%)	L2	Admitted-Finance
3	balaji construction L3₹2.1 Cr+₹19.9 L (10.3%)Admitted-Finance	+8.00%	₹2.1 Cr+₹19.9 L (10.3%)	L3	Admitted-Finance
4	NK CONSTRUCTION COMPANY L4₹2.2 Cr+₹21.9 L (11.3%)Admitted-Finance	+8.99%	₹2.2 Cr+₹21.9 L (11.3%)	L4	Admitted-Finance

Tender Value

₹2.0 Cr

EMD Value

₹3.9 L

Closing Date

23 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE,RMD-3,DDA

Address

EE,RMD-3,DDA

Work Description

Construction of foot path and bus lane of 30.00 metre R/W roads in Sector- 38, Phase-V, Rohini (On partly available land).

Tender Information

Tender ID

2026_DDA_905630_1

Reference Number

02 /EE/RMD-3/DDA/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 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. 3,94,657/- (.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 Decem (.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 xiv. xiv. Email ID, contact number and Mailing address for all correspon (.pdf)

Requiredxv. Any other Documents as specified in the NIT. (.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

₹3.9 L

Important Dates

Last Activity

6 May 2026

Published

17 Apr 2026

Bid Opening

24 Apr 2026

Download Starts

17 Apr 2026

Download Ends

23 Apr 2026

Submission Starts

17 Apr 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 (2 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. a) All kinds of soil
2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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. a) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4Providing, 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. (Whole work will be carried out as per up to date MoRT&H specifications).
5Providing and applying primer coat with bitumen emulsion on prepared surface granular base including clearing of road surface and spraying primers at the rate of 0.60 kg./sqm using mechanical means. A) With bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995 @ 0.6 kg per sqm
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 i) On bituminous surface @ 0.25kg/sqm
7Providing and laying Dense Graded Bituminous Macadam 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 equipped 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 desire compaction and density, complete as per specifications and direction of Engineer –in-charge. a) 50 to 100mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. ( Whole work will be carried out as per up to date MoRT&H specifications).
8Providing 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. a) 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. ( Whole work will be carried out as per up to date MoRT&H specifications)
9Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
10Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.

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 • 0.94 MB

Work Item Documents

NIT02.pdf

Tender Documents • 2.60 MB

BOQ_951909.xls

BOQ • 0.32 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

SIDDHARTH DABAS

L1₹1.9 CrAdmitted-Finance

SHOKEEN CONSTRUCTION CO.

L2₹2.0 Cr+₹11.0 L (5.70%)Admitted-Finance

balaji construction

L3₹2.1 Cr+₹19.9 L (10.3%)Admitted-Finance

NK CONSTRUCTION COMPANY

L4₹2.2 Cr+₹21.9 L (11.3%)Admitted-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. a) All kinds of soil
2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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. a) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4Providing, 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. (Whole work will be carried out as per up to date MoRT&H specifications).
5Providing and applying primer coat with bitumen emulsion on prepared surface granular base including clearing of road surface and spraying primers at the rate of 0.60 kg./sqm using mechanical means. A) With bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995 @ 0.6 kg per sqm
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 i) On bituminous surface @ 0.25kg/sqm
7Providing and laying Dense Graded Bituminous Macadam 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 equipped 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 desire compaction and density, complete as per specifications and direction of Engineer –in-charge. a) 50 to 100mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. ( Whole work will be carried out as per up to date MoRT&H specifications).
8Providing 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. a) 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. ( Whole work will be carried out as per up to date MoRT&H specifications)
9Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
10Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.

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. a) All kinds of soil

2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

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

4Providing, 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. (Whole work will be carried out as per up to date MoRT&H specifications).

5Providing and applying primer coat with bitumen emulsion on prepared surface granular base including clearing of road surface and spraying primers at the rate of 0.60 kg./sqm using mechanical means. A) With bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995 @ 0.6 kg per sqm

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 i) On bituminous surface @ 0.25kg/sqm

7Providing and laying Dense Graded Bituminous Macadam 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 equipped 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 desire compaction and density, complete as per specifications and direction of Engineer –in-charge. a) 50 to 100mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. ( Whole work will be carried out as per up to date MoRT&H specifications).

8Providing 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. a) 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. ( Whole work will be carried out as per up to date MoRT&H specifications)

9Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

10Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.