Tender ID

CPPP

Cancelled

Works

Civil Works

Upgradation/modernization of existing parks/green belt.

Delhi Development Authority

Rohini | North West Delhi, Delhi

Amount: ₹52.7 LCloses: 4 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed4 Apr 2026
Cancelled9 Apr 2026

Bids

3 Bids9 Apr 2026

#	Company	Status
1	Fair Deal Creation and Marketing Admitted-Fee/PreQual/Technical A 5 293 II FLOOR PASCHIM VIHAR NEW DELHI DELHI 110063 \| WEST DELHI \| DELHI \| 110063	Admitted-Fee/PreQual/Technical
2	Khalsa Exports Private Limited Admitted-Fee/PreQual/Technical 24A LAJPAT NAGAR NEAR BUS STAND YAMUNA NAGAR \| YAMUNANAGAR \| HARYANA \| 133103	Admitted-Fee/PreQual/Technical
3	Sunrise Enterprises Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 9 Apr 2026

Tender Value

₹52.7 L

EMD Value

₹1.1 L

Closing Date

4 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE,HCD-6,DDA

Address

EE,HCD-6,DDA

Work Description

Upgradation of parks by providing and installing Children play equipment in as per NIT

Tender Information

Tender ID

2026_DDA_903961_1

Reference Number

18/EE/HCD-6/DDA/2025-26

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

9 documents required · 9 mandatory

Fee/PreQual/Technical

Requiredi. Scanned copy of Earnest money shall be deposited through RTGS/NEFT in the account of Senior A.O. (.pdf)

Requiredii. Scanned copy of annual e-tender registration fee with CRB, in the account PAO/EW/DDA, Central (.pdf)

Requirediii. Scanned copy of Certificate of Registration for GST with upto date GST return. (.pdf)

Requirediv. Scanned copy of Tender Acceptance Letter (To be given on Company Letter Head) (.pdf)

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

Requiredvi. Scanned copy of Certificates of Work Experience of similar works with BOQ/Schedule of quantities (.pdf)

Requiredvii. Scanned copy of undertaking should be submitted in form of affidavit on Rs.10.00 stamp paper as (.pdf)

Requiredviii. Any other document mentioned in the NIT. (.pdf)

Finance

Requiredi) Schedule of price bid in the form of BoQ _XXXXX.xls (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.1 L

Important Dates

Last Activity

9 Apr 2026

Published

28 Mar 2026

Bid Opening

5 Apr 2026

Download Starts

28 Mar 2026

Download Ends

4 Apr 2026

Submission Starts

28 Mar 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
1SCHEDULE-'A 'Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil.
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a)All kinds of soil.
3Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (a) All kinds of soil.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (a) 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)
5Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller.
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
7Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: a)Cement mortar 1:6 (1 cement : 6 coarse sand).
840 mm thick fine dressed stone work, plain in copings, flooring upto plinth level over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with finished flush. a)Red sand stone
9Stone work (machine cut edges) for wall lining etc. (veneer work) upto Plinth level, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : a) Red sand stone - Exposed face fine dressed with rough backing. a) 40 mm thick.
10Providing 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge(length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.45 MB

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 • 4.28 MB

Work Item Documents

NIT18.pdf

Tender Documents • 2.35 MB

BOQ_950148.xls

BOQ • 0.32 MB

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Company

Fair Deal Creation and Marketing

Admitted-Fee/PreQual/Technical

A 5 293 II FLOOR PASCHIM VIHAR NEW DELHI DELHI 110063 | WEST DELHI | DELHI | 110063

Khalsa Exports Private Limited

Admitted-Fee/PreQual/Technical

24A LAJPAT NAGAR NEAR BUS STAND YAMUNA NAGAR | YAMUNANAGAR | HARYANA | 133103

Sunrise Enterprises

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHEDULE-'A 'Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil.
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a)All kinds of soil.
3Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (a) All kinds of soil.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (a) 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)
5Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller.
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
7Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: a)Cement mortar 1:6 (1 cement : 6 coarse sand).
840 mm thick fine dressed stone work, plain in copings, flooring upto plinth level over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with finished flush. a)Red sand stone
9Stone work (machine cut edges) for wall lining etc. (veneer work) upto Plinth level, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : a) Red sand stone - Exposed face fine dressed with rough backing. a) 40 mm thick.
10Providing 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge(length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SCHEDULE-'A 'Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil.

2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a)All kinds of soil.

3Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (a) All kinds of soil.

4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (a) 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)

5Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller.

6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

7Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: a)Cement mortar 1:6 (1 cement : 6 coarse sand).

840 mm thick fine dressed stone work, plain in copings, flooring upto plinth level over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with finished flush. a)Red sand stone

9Stone work (machine cut edges) for wall lining etc. (veneer work) upto Plinth level, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : a) Red sand stone - Exposed face fine dressed with rough backing. a) 40 mm thick.

10Providing 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge(length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).