CONSTRUCTION OF WALL CLIMBING NEAR SARDAR BRIDGE ON WEST BANK OF RIVER SABARMATI

To : The Chairman,

Sabarmati River Front Development Corporation Limited

Address : 1st Floor, Dr. Ramanbhai Patel House, West Zone Office, Ahmedabad

Municipal Corporation, Usmanpura, Ahmedabad

Gentlemen,

Having examined the bidding documents including addendum, visited the site of works, we offer to execute

the Works described above in accordance with the Conditions of Contract, Specifications, Drawings and Bill

of Quantities accompanying this Bid at the quoted percentage above/below* the contract price mention in

Bid BOQ at arrived contract Price of ________________________________ [in figures]

letters]1.

The advance Payment required is: Rupees _____________________.

This Bid and your written acceptance of it shall constitute a binding contract between us. We understand

that you are not bound to accept the lowest or any Bid you receive.

We undertake that, in competing for (and, if the award is made to us, in executing) the above contract, we

will strictly observe the laws against fraud and corruption in force in India namely “Prevention of Corruption

Commissions or gratuities, if any, paid or to be paid by us to agents relating to this Bid, and to contract

execution if we are awarded the contract, are listed below:

Name and address of agent Amount Purpose of Commission or gratuity

(if none, state “none”)

We hereby confirm that this Bid complies with the Bid Validity and Bid Security required by the Bidding

documents.

*: Strike out which is not applicable.

We attached herewith proof of submission of income tax returns along with profit & loss statement attached

with tax returns.

Yours faithfully,

Authorised Signature :

Name & Title of Signatory : ________________________________________________

Name of Bidder : ________________________________________________

Address : _________________________________________________

To be filled in by the Bidder, together with his particulars and date of submission at the bottom of the Form of Bid.

Signature of Bidder Page

Sabarmati River Front Development Corporation Limited

SECTION VI

BILL OF QUANTITIES

Signature of Bidder Page

Sabarmati River Front Development Corporation Limited

MEASUREMENT PREAMBLE

1. All quantities in the Bill of Quantities are estimated quantities. For all payment purposes measurements,

as prescribed in the contract document shall be taken and quantities shall be computed from such

measurements.

2. The inclusions and exclusions from quoted rates are specified in the details of each item of work in the

specifications and the Bill of Quantities. In case there is no specific mention of a particular detail, the

mode of measurements as prescribed in MORTH specifications or other standard specification for such

an item shall be followed.

3. In the event of contradiction between the MORTH specifications or other standard specification referred

to above and this Contract document, the provisions of this Contract document shall prevail.

Signature of Bidder Page

SECTION VI

BILL OF QUANTITIES

SRFD PHASE 1 - CONSTRUCTION OF WALL CLIMBING NEAR SARDAR BRIDGE ON WEST

BANK OF RIVER SABARMATI

SUMMARY SHEET

Section Amount (in Rs.)

Sub Section 6.1: CIVIL WORKS

1 PLAY EQUIPMENT

2 PREPARATORY WORKS

Grand Total

Grand Total

Signature Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS - PLAY EQUIPMENTS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

but may be (In Rs.) (In Rs.)

PLAY EQUIPMENT

1 Wall Trainers Lot 1.0 9,49,621.00

Supply and Fixing of Wall Trainer as per the approved make and as per design intent. The

product to match the colours, design, size, contours and aesthetics exactly as per the image

attached/ design intent for all level, all height, all lift by any means."As per NIUA Guidelines, all

products must be tested and certified to meet EN 1176 safety standards. The EN

certificates must be issued by a reputed notified International Certifying Body such as IPEMA,

TUV, CPSC, or SGS only. All components shall meet the EN-16630 safety standards.

The Contractor shall submit a methodology statement with all relevant details in illustrative

sketch and technical data sheet form before execution as per manufacturers' specifications. The

Contractor shall be fully responsible for the structural stability & performance of the whole

system. All execution work shall be executed through an approved specialised agency of an

approved manufacturer or shall be executed by the manufacturer itself. also the technical

specification mentioned is as follows. Manufacturers shall provide warranty of minimum 1 year

from the date of the handover for that the System (s) shall be free from defects in materials and

workmanship (the Materials and Workmanship Warranty), and shall work properly in accordance

with the requireemnt and all parts i.e. Structural/Non structural Metallic Parts, all Non metalic

parts, PLASTIC parts and all other parts which is included in this system. Rate shall be

inclusive of maintenance and Defect Liability for a period of 5 years from the date of substantial

handover without any extra cost, including replacing same approved any type of parts/systems

within a minimum of 1 week of the complain. preventive maintenance is also included.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS - PLAY EQUIPMENTS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

but may be (In Rs.) (In Rs.)

In this item, with the mode of measurement of LOT, 2 Sets of Double ring system, 1 set of Pull

up bar system & 2 sets of Pull up rack system, safety signage as per design requirement shall

be provided as per design intent and as mentioned below. approximate Overall dimension of the

whole wall trainer system shall be 8.5 X 3.25 m. All type of incidental work, Civil work or other

work to complete this system up to the satisfaction of the engineer in charge and as per

manufacturers prescription is included in this item.

Double Ring: Approximate dimension: 1.5 m x 1 m x 1.75 m

2 sets per lot of double ring shall be provided, which shall be made of approximately 40 X

mm square pipe. Main Framework on both sides, Minimum 2 mm thick Galvanized Steel Plate to

cover the Main Framework as per design intent. the required length SS 304 chain with a lifting

ring shall be provided as per design intent. Minimum weight of the 1 set of the double ring shall

Pull-up bar: Approximate dimensions: 1.6 m x 1.15 m x 1.04 m

Main pole made of approximately 60 x 3 mm Hot-galvanised Steel Pipe, Handrail made of

approximately 32 x 3 mm Hot-galvanised Steel Pipe as per design intent. Minimum weight of the

1 set of pull-up bar shall be 30 Kg.

PULL UP RACK: 1.25 m x 1.0 m x 0.75 m

2 sets per lot of main framework shall be provided, which shall be made of approximately 40 X

80 mm square pipe, with a minimum 2 mm thick Galvanized Steel Plate to cover the Main

Framework as per design intent. the required length SS 304 chain with a lifting ring shall be

provided as per design intent.

For all systems, all joints shall be robotic weleded and color pallet of the system shall be

approved before execution. All systems shall be fixed to an existing wall of any material with the

required capacity of the anchor bolt/chemical anchor/mechanical anchor/washer, Lock nut with

cap cover, threaded rod, LED screw, Wall connecting plate/base plate with required thickness

and size, etc as per manufacturers specification. and it shall be as per the requirement of weight

lifting capacity of the system. Necessary pull-out test shall be made as per manufacturers

specifictaions, and Certification of pull-out testing is to be produced by the anchoring

manufacturer. all metal surfaces shall be of any colour, any shade powder-coated as per design

intent if nowhere else specified.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS - PLAY EQUIPMENTS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

but may be (In Rs.) (In Rs.)

2 Wall Climbing play system Lot 1.0 44,80,452.00

Supply and Fixing of the wall climbing play system as per the approved make and as per design

intent. The product to match the colours, design, size, contours and aesthetics exactly as per the

image attached/ design intent for all level, all height, all lift by any means."As per NIUA

Guidelines, all products must be tested and certified to meet EN 1176 safety standards. The EN

1176 certificates must be issued by a reputed notified International Certifying Body such as

IPEMA, TUV, CPSC, or SGS only. All components shall meet to EN-16630 safety standards.

The Contractor shall submit a methodology statement with all relevant details in illustrative

sketch and technical data sheet form before execution as per manufacturers' specifications. The

Contractor shall be fully responsible for the structural stability & performance of the whole

system. All execution work shall be executed through an approved specialised agency of an

approved manufacturer or shall be executed by the manufacturer itself. also the technical

specification mentioned is as follows. Manufacturers shall provide warranty of minimum 1 year

from the date of the handover for that the System (s) shall be free from defects in materials and

workmanship (the Materials and Workmanship Warranty), and shall work properly in accordance

with the requireemnt and all parts i.e. Structural/Non structural Metallic Parts, all Non metalic

parts, PLASTIC parts and all other parts which is included in this system. Rate shall be

inclusive of maintenance and Defect Liability for a period of 5 years from the date of substantial

handover without any extra cost, including replacing the same approved any type of

parts/systems within a minimum of 1 week of the complain. preventive maintenance is also

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS - PLAY EQUIPMENTS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

but may be (In Rs.) (In Rs.)

In this item, with the mode of measurement of LOT, the whole system consisting HDPE Panels,

Elements like clouds, Ring, Car, pegs etc, Monkey trail, Ladder & climbing rope, safety signage

as per design requirement etc shall be provided as per design intent and as mentioned below.

approximate Overall dimension of wall climbing play system shall be 8.5 X 3.25 m. All type of

incidental work, Civil work or other work to complete this system up to the satisfaction of the

engineer in charge and as per manufacturers prescription is included in this item.

Minimum 30 mm thick HDPE panels in any shape, any size, any color and any shade, any finish

shall be fixed on the existing wall by suitable means as per manufacturers specifications. HDPE

panel shall have reserved holes for fixing arrangement through anchor bolt, hexagonal socket

head cap screw, washer, nylon rods, furniture nut etc. and it shall be properly fixed with the

existing wall as per capacity required. also, elements like clouds, rings, wooden blocks, climbing

pegs and other shapes etc shall be fixed on HDPE panel as per design intent and as per

manufacturers specification and it shall be fixed up to the RCC wall through necessary

accessories/fixing arrangement. Also, required size Monkey trail made of SS 304 48 mm dia

metal frame & SS 304 32 mm dia hanrail shall be fixed to wall as per design intent with required

capcity and type anchor fastners. minimum 3 sets of SS lader & and 6 no of polypropylene ropes

with covered braided multifilament shall be fixed to monkey ladder for climbing purpose with

required fixing arrangement.

For all systems, all joints shall be robotic weleded and color pallet of the system shall be

approved before execution. All systems shall be fixed to an existing wall of any material with the

required capacity of the anchor bolt/chemical anchor/mechanical anchor/washer etc as per

manufacturers specification. and it shall be as per the requirement of weight lifting capacity of

the system. Necessary pull-out test shall be made as per manufacturers specifictaions, and

Certification of pull-out testing is to be produced by the anchoring manufacturer. all metal

surfaces shall be of any colour, any shade powder-coated as per design intent if nowhere else

specified.

3 Play Area flooring Sqm 100.0 3,905.00

Providing & Fixing of minimum 30 mm thick Rubber flooring interlocking tile Carpet with any

size, any shape, any color, any finish and any shade as per design intent for all floor, all height,

all level including fixing adhesive as per manufacturer's specifications and self levelling

compound (if required) of required thickness of approved make and series as per design intent.

Rubber flooring shall be with 15% EPDM & 85% SBR, Density (kg/m3):1000/1200, Hardness

(Shore a):68, Stretch (MPA):2.2, Abrasion resistance: 0.0075g (ASTM-D4060-01), Rebound

resistance: 55%, Shape deformation: 42%, Warranty - 3 years. The sample shall be approved

by engineer in charge before procurement. The rate shall be inclusive of fixing adhesive, self

levelling compound, wastage, materials, installation, transportation charges, taxes, labour for all

floors/all heights and all levels etc. The actual laid area shall be measured for payment without

considering any wastage.

Total Carried Over to Summary

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS - PLAY EQUIPMENTS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

but may be (In Rs.) (In Rs.)

2 PREPARATORY WORKS

1) The method of demolition work shall be approved by the Engineer-in-charge before execution

2) Demolition work shall be carried out by any means and as per approved method without

damaging adjoining elements/ building and any building/ campus property.

3) The rate includes all necessary machinery, labour, tools, and tackles for the dismantling of

specified elements in any condition, by any means, etc. complete as directed by the Engineer-in-

charge including disposing of serviceable material within the campus and unserviceable material

outside the campus for all lead and lift at the non-objectional place as directed by Engineer-in-

4 Cutting in stone, concrete, or bituminous surface Rmt 30.0 155.00

Labour charge for cutting in stone, concrete, or bituminous surface to facilitate further execution

work using heavy duty cutting machine consist of diamond blade or any other required means.

cutting depth shall be up to 200 mm or as per actual requirement. Cutting shall be perfectly in

line. dismentle material shall be carefully removed so that the cutting edge shall not be

disturbed. all debris shall be disposed for all lead and lift at non objectional place and as per the

direction of the engineer in charge. Surroundings shall be cleaned up to the satisfaction of

engineer in charge.

5 Dismantling of existing concrete, reinforced cement concrete (RCC) work of any grade and Cum 25.0 1,526.00

any type, using mechanical or manual methods as advised by the Engineer-in-Charge. This

includes cutting reinforcement and providing necessary tools, plant, and scaffolding. The work

also involves sorting the dismantled material, disposing of unserviceable material at an approved

location, and stacking the serviceable material with all necessary all lifts and all leads, as

directed by the Engineer-in-Charge.

The volume of the existing RCC work shall be measured for payment before the dismantling

begins. The method for calculating the volume for payment shall be approved by the Engineer-in-

Total Carried Over to Summary

TOTAL OF SUB SECTION 6.1 - CIVIL WORKS

Signature of Bidder Page No.