Tender ID

Daman & Diu

Technical BO

Works

Civil Works - Others

Design, Construction, Operation and Maintenance of Sports Activity at Adventure Park, Jumprin, Moti Daman. (2nd Call)

Daman District

Daman District | Daman, The Dadra And Nagar Haveli And Daman And Diu

Amount: ₹1.6 CrCloses: 30 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed30 Mar 2026
Technical Evaluation30 Mar 2026
Award—

Corrigenda

Corrigendum

1 updatesLatest on 27 Mar 2026

Tender Value

₹1.6 Cr

EMD Value

₹3.1 L

Closing Date

30 Mar 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD, WD-I, Daman

Address

O/o the Ex. Eng., P.W.D., 2nd floor Multi office complex, near Veg. Market, Moti Daman.

Work Description

Design, Construction, Operation and Maintenance of Sports Activity at Adventure Park, Jumprin, Moti Daman. (2nd Call)

Tender Information

Tender ID

2026_DAMAN_4658_1

Reference Number

150/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

240 days

Location

Daman District

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

The Executive Engineer, PWD, WD-I, Daman

EMD Fee Amount

₹3.1 L

Pre-Bid Meeting

Meeting Place

The Exe., Engg., PWD, WD-II, Diu.

Important Dates

Last Activity

30 Mar 2026

Published

20 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

20 Mar 2026

Download Ends

30 Mar 2026

Submission Starts

20 Mar 2026

Pre-Bid Meeting

24 Mar 2026

Bill of Quantities

Item WiseBoQ_Ver4.0INR

BoQ1 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Items:
1.01	PART - A :- Adrenaline Zone -Designing of structural as per EN 15567 & 12572, IS 800:2007, effect of climbers loading during climbing and falling including Foundation design and providing details drawing of all connections and structure with case study as per Daman condition. (The system shall be safe and verified by the Third party as directed by the engineer in charge.)	-	Nos	-	-
1.02	PART - B :- Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead & Lift & all type of soil.	-	Cum	-	-
1.03	Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff to all lead and lift. all type of soil as directed.(B) Depth from 3.0 to 6.0 M.and leaf & list & all type of soil	-	Cum	-	-
1.04	Providing and filling rubbles soilings including hand packing and filling interstices with quarry spalls behind abutments and between returns as directed. Including rolling etc complete.	-	Cum	-	-
1.05	Providing and laying PCC cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth	-	Cum	-	-
1.06	Providing and laying in position Ready Mixed M-25 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )	-	Cum	-	-
1.07	Providing and fixing in position Fe 500D TMT make TATA, SAIL, JINDAL OR JSW for R.C.C. bored piles as per detailed drawing, including cutting, bending hooking tying and welding complete and including forming the cage and lowering it in position. (up to 10 ton)	-	Kg	-	-
1.08	Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar	-	Kg	-	-
1.09	PART - C :- Providing and Fixing of Foundation/Anchor Bolts in RCC Pedestal at any level including maintaining the accuracy towards line, level & position. Foundation Bolts will be supplied by Vendor including template. Contractor will take due care for its threads and rusting by applying Greece and cotton waste / PVC Cap.	-	Kg	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 25.34 MB

Work Item Documents

BOQ_4833.xls

BOQ • 0.31 MB

Corrigendum Documents

AddendumNIT.pdf

PDF • 2.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Items:
1.01	PART - A :- Adrenaline Zone -Designing of structural as per EN 15567 & 12572, IS 800:2007, effect of climbers loading during climbing and falling including Foundation design and providing details drawing of all connections and structure with case study as per Daman condition. (The system shall be safe and verified by the Third party as directed by the engineer in charge.)	-	Nos	-	-
1.02	PART - B :- Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead & Lift & all type of soil.	-	Cum	-	-
1.03	Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff to all lead and lift. all type of soil as directed.(B) Depth from 3.0 to 6.0 M.and leaf & list & all type of soil	-	Cum	-	-
1.04	Providing and filling rubbles soilings including hand packing and filling interstices with quarry spalls behind abutments and between returns as directed. Including rolling etc complete.	-	Cum	-	-
1.05	Providing and laying PCC cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth	-	Cum	-	-
1.06	Providing and laying in position Ready Mixed M-25 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )	-	Cum	-	-
1.07	Providing and fixing in position Fe 500D TMT make TATA, SAIL, JINDAL OR JSW for R.C.C. bored piles as per detailed drawing, including cutting, bending hooking tying and welding complete and including forming the cage and lowering it in position. (up to 10 ton)	-	Kg	-	-
1.08	Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar	-	Kg	-	-
1.09	PART - C :- Providing and Fixing of Foundation/Anchor Bolts in RCC Pedestal at any level including maintaining the accuracy towards line, level & position. Foundation Bolts will be supplied by Vendor including template. Contractor will take due care for its threads and rusting by applying Greece and cotton waste / PVC Cap.	-	Kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Items:

1.01

PART - A :- Adrenaline Zone -Designing of structural as per EN 15567 & 12572, IS 800:2007, effect of climbers loading during climbing and falling including Foundation design and providing details drawing of all connections and structure with case study as per Daman condition. (The system shall be safe and verified by the Third party as directed by the engineer in charge.)

Nos

1.02

PART - B :- Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead & Lift & all type of soil.

Cum

1.03

Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff to all lead and lift. all type of soil as directed.(B) Depth from 3.0 to 6.0 M.and leaf & list & all type of soil

Cum

1.04

Providing and filling rubbles soilings including hand packing and filling interstices with quarry spalls behind abutments and between returns as directed. Including rolling etc complete.

Cum

1.05

Providing and laying PCC cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Cum

1.06

Providing and laying in position Ready Mixed M-25 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

Cum

1.07

Providing and fixing in position Fe 500D TMT make TATA, SAIL, JINDAL OR JSW for R.C.C. bored piles as per detailed drawing, including cutting, bending hooking tying and welding complete and including forming the cage and lowering it in position. (up to 10 ton)

1.08

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar

1.09

PART - C :- Providing and Fixing of Foundation/Anchor Bolts in RCC Pedestal at any level including maintaining the accuracy towards line, level & position. Foundation Bolts will be supplied by Vendor including template. Contractor will take due care for its threads and rusting by applying Greece and cotton waste / PVC Cap.