CPPP

Financial BO

Works

Civil Works

Deposit work.

Delhi Development Authority

NARELA | North Delhi, Delhi

Amount: ₹93.7 LCloses: 23 Sept 2026Closed

Timeline

Published16 Sept 2026
Closed23 Sept 2026
Technical Evaluation30 Sept 2026
Financial Evaluation30 Sept 2026
Award—

Bids

Percentage

2 Bids30 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	ASHISH CHHIKARA L1₹82.4 LAdmitted-Finance	-12.00%	₹82.4 L	L1	Admitted-Finance
2	N.G.BUILDERS Rejected-Technical	-	-	-	Rejected-Technical DISQUALIFIED

Tender Value

₹93.7 L

EMD Value

₹1.9 L

Closing Date

23 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE,NPD-1,DDA

Address

EE,NPD-1,DDA

Work Description

Road restoration along TPDDL 66KV line for 40 m R/w and 60 m R/w in sector G2/G6 and G7/G8, Narela under jurisdiction of NPD-1 against amount deposited by TPDDL.

Tender Information

Tender ID

2026_DDA_926484_1

Reference Number

21/EE/NPD-1/DDA/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

NARELA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

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

Requiredii) Scanned copy of proof of depositing E-Tender processing fee to CRB/DDA. (.pdf)

Requirediv) Scanned copy of Tender Acceptance Letter (Mandatory to be given on companys letter head). (.pdf)

Requiredv) Scanned copy of the GST Registration Certificate and acknowledgment of the latest filed GSTR-3B r (.pdf)

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

Requiredvii) Scanned copy of unique transaction reference of Earnest Money Rs. 1,87,319/- (.pdf)

Requiredviii) Scanned copy of an undertaking on a non-judicial stamp paper of 100/- stating that the agency (.pdf)

Requiredix) In case of Partnership firm, General Power of Attorney in favour of person who is authorized to (.pdf)

Requiredx) Documents of ownership of batch mix type hot mix plant or MoU (Memorandum of undertaking) on non- (.pdf)

Requiredxi) Scanned copy of Pan Card. (.pdf)

Requiredxii) Copy of cancelled Cheque / bank Account Details for refund of Earnest Money Deposit. (.pdf)

Finance

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

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.9 L

Important Dates

Last Activity

30 Sept 2026

Published

16 Sept 2026

Bid Opening

24 Sept 2026

Download Starts

16 Sept 2026

Download Ends

23 Sept 2026

Submission Starts

16 Sept 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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. 2.6.1 All kinds of soil	2,994	Cum	177.5	₹5,31,435
2	Supplying and filling of manufactured sand derives from recycled concrete aggregate (RCA) as per direction of Engineer-in-charge.	1,996	Cum	1,582	₹31,57,672
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	221	Cum	6,518.6	₹14,40,610.6
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources	111	Cum	8,340.85	₹9,25,834.35
5	Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16.30.2 On bituminous surface @ 0.50 Kg / sqm	2,211	Sqm	48.2	₹1,06,570.2
6	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. 16.55.1 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	111	Cum	8,505.65	₹9,44,127.15
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. 16.31.2 With medium setting bitumen emulsion. 16.31.2.2 On bituminous surface @ 0.25kg/sqm	2,948	Sqm	14.05	₹41,419.4
8	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. 16.57.1 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.	118	Cum	12,126.2	₹14,30,891.6
9	Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.	221	Sqm	747.8	₹1,65,263.8
10	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)	55	Cum	10,117.6	₹5,56,468

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 • 1.72 MB

Work Item Documents

NIT21.pdf

Tender Documents • 2.66 MB

BOQ_973607.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

ASHISH CHHIKARA

L1₹82.4 LAdmitted-Finance

N.G.BUILDERS

Rejected-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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. 2.6.1 All kinds of soil

2,994

Cum

177.5

₹5,31,435

Supplying and filling of manufactured sand derives from recycled concrete aggregate (RCA) as per direction of Engineer-in-charge.

1,996

Cum

1,582

₹31,57,672

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

221

Cum

6,518.6

₹14,40,610.6

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources

111

Cum

8,340.85

₹9,25,834.35

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16.30.2 On bituminous surface @ 0.50 Kg / sqm

2,211

Sqm

48.2

₹1,06,570.2

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. 16.55.1 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

111

Cum

8,505.65

₹9,44,127.15

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.2 With medium setting bitumen emulsion. 16.31.2.2 On bituminous surface @ 0.25kg/sqm

2,948

Sqm

14.05

₹41,419.4

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. 16.57.1 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.

118

Cum

12,126.2

₹14,30,891.6

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

221

Sqm

747.8

₹1,65,263.8

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)

Cum

10,117.6

₹5,56,468