CONSTRUCTION OF RESIDUAL SPACE ELEMENTS FROM VASNA BARRAGE TO DAFNALA ON EAST BANK AND VASNA BARRAGE TO TORRENT POWER ON WEST BANK OF RIVER SABARMATI AND 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

CONSTRUCTION OF RESIDUAL SPACE ELEMENTS FROM VASNA BARRAGE TO DAFNALA

ON EAST BANK AND VASNA BARRAGE TO TORRENT POWER ON WEST BANK OF RIVER

SABARMATI AND CONSTRUCTION OF WALL CLIMBING NEAR SARDAR BRIDGE ON WEST

BANK OF RIVER SABARMATI

SUMMARY SHEET

Section Amount (Rs.)

Sub Section 6.1: CIVIL WORKS

1 EARTH WORK & CARRIAGE OF MATERIAL

2 PLAIN & REINFORCEMENT CEMENT CONCRETE WORK

3 WATERPROOFING WORK

4 PAINTING/POLISHING WORKS

5 METAL WORK

6 EXTERNAL DEVELOPMENT WORK

7 PREPARATORY WORKS - RESIDUAL ELEMENTS

Sub Section 6.2: WALL CLIMBING WORKS

8 PLAY EQUIPMENT

9 PREPARATORY WORKS - WALL CLIMBING

Grand Total

Grand Total

Signature of Bidder Page No.1

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

1 EARTH WORK & CARRIAGE OF MATERIAL

1) The method of excavation shall be approved by the Engineer in

charge before execution.

2) Excavation shall be carried out very carefully without damaging

existing structures and surrounding if any.

3) If required, the contractor shall provide stabilization by any

means to protect the foundation of the existing structure and

building without any extra cost.

4) Rate shall include dewatering work (pumping out and removing

slush) while execution in underwater condition if required.

Excavation for all kinds of soil Cum 135 261.00

Earthwork in excavation for all kind of soil by any means including

getting out the excavated soil, sorting and stacking of useful

material, dressing of the sides, ramming of bottom, and disposal of

surplus excavated earth for all lead within the site area at non

objectionable place and lift up to 1.5 mt depth, including

dewatering and working in or under water and /or liquid mud,

1 including pumping out water/slush as required etc complete as

directed by engineer-in-charge. In case of excavation for pipe,

cable, any services trenches, making base for road work, pavement

works walkway, etc, proper slop and camber by any means shall be

maintain and dressing of the sides shall be made as per

requirement and as directed by engineer-in-charge.

Total Carried Over to Summary

2 PLAIN & REINFORCEMENT CEMENT CONCRETE WORK

1) All types of shuttering shall be designed by the contractor and

submitted to the Engineer in charge along with design calculations

(if required) and approved by the Engineer in charge. However, the

Stability and compatibility of shuttering shall be the responsibility of

the contractor. Shuttering shall be executed as per the approved

shop drawing. No extra payment shall be made for the above.

2) Rate shall be inclusive of dewatering work (pumping out and

removing slush) while execution in underwater conditions. The

contractor shall not claim for dewatering if required.

3) Rate shall be inclusive of providing grooves, drip moulds,

pockets, cut-outs, etc., and co-ordination of insert sleeves, insert

plate (cost of insert sleeves/ plate shall be paid separately),

encasing if any wherever required while casting for all level all

4) If required concrete batching and mixing plant of minimum

cum/hr capacity shall be set up by contractor.

5) Mould release agent of approved make shall be used at every

repeatation on formwork material.

6) Shuttering shall be compatible with self-compacting concrete

(SCC) work, wherever required.

7) Shuttering shall be compatible with heavy/bulky RCC elements,

wherever required.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

2 Concrete (PCC) of grade - M15 Cum 42 4,290.00

Providing and laying in position Controlled cement concrete

/Ready mix concrete/ batch mix concrete of cement concrete

(PCC) of grade - M15 cement concrete work, using cement content

as per approved design mix (Min cementitious level as per latest IS

456 shall be maintained) manufactured in fully automatic batching

plant and transported to the site of work in transit mixer for all lead

having a continuous agitated mixer, for reinforced cement concrete

work including pumping from transit mixer to site of laying; cost of

admixtures in recommended proportions as per IS: 9103 to

accelerate, retard the setting of concrete, improve workability

without impairing strength and durability; finishing, compacting,

vibrating, curing, dewatering (if required), etc, including the cost of

form work and removal of formwork, dewatering (if required), etc.

complete for all level, all height/ depth and for all lead and lift and as

directed by the Engineer.

Providing and laying in position Exposed Finish controlled cement

concrete/ Ready Mix concrete/ batch mixed concrete for reinforced

cement concrete work as per design mix of specified grade using

graded black trap stone aggregates of maximum 20mm nominal

(down graded) size including fine aggregates conforming to latest IS

383 with minimum cement content (without fly ash) for durability

(followed as per IS-456 and technical specification) shall be

followed as per approved design mix for all elements of any shape

and size, at all places and heights/ depths including transporting by

transit mixer for any lead having continuous agitated mixer, laying of

concrete to site by any means i.e like pumping, tower crane or boom

placer, or any other etc., vibrating, finishing and curing etc. and

including admixtures in recommended proportions as per IS 9103 to

accelerate, retard setting of concrete, to improve workability without

impairing strength and durability as per direction of Engineer-in-

charge. Rate shall be inclusive of providing grooves, drip moulds,

ghisis, pockets, cutouts etc. and labour for insert sleeves if any

wherever required while casting.

Rate shall be inclusive of shuttering and centering/ formwork for

exposed finish concrete with pattern, lift charges, scaffolding,

staging, propping, etc and tie rod assembly of PVC cone and coil on

both sides of the concrete walls, filling the same with non-shrink

grout or polymer mortar and excluding cost of steel reinforcement.

Full height shuttering with a single pour system shall be followed.

Contractor to prepare the shuttering drawing as per the shuttering

pattern given by the architect. All concrete work shall be exposed

finish (without any honeycomb). Contractor shall use the mould

release agent of approved make before use of the shuttering

material every time.

A sample of each element shall be prepared with and without a

shuttering pattern at the location as per the instructions of the

Architect and SRFDCL Engineer in charge for review and approval

before mass execution.

if instructed for the exposed finish shuttering, the contractor is to

follow the detailed technical specification for exposed finish

shuttering and concrete given in the tender package.

3 Concrete of M 30 grade Cum 108 7,447.00

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

4 Providing and fixing Thermo-Mechanically Treated bars (Fe 550 Kg. 24314 94.00

D) Reinforcement for R.C.C. work including transporting to the work

site, straightening, cutting, bending, cranking, fabricating to required

shape, placing/ lowering in position by suitable method, and tying /

binding the system (with GI wire) all complete for all leads and lifts,

all levels, all floors, all heights/ depth, etc complete and as directed

by the Engineer in charge.

Measurement will be made on the length basis and converted into

weight by using standard co-efficient (rolling margin's and wastage

shall not be paid). No separate payment shall be made for laps,

chairs, pins, lifting hooks, spacers, and binding wire.

Providing and fixing 110 mm dia PVC pipe having capacity of

Kg/cm2 with ISI mark of required length as shown in the structure

drawing wherever pipes pass through walls as weep hole before

concreting for all level/ all depth/ height. All pipes shall be accurately

cut to the required sizes, laid as per drawing, kept in the position

while laying reinforcement and shuttering, sleeves shall not get

displaced while concreting, and burrs removed before laying. Open

ends of the pipe shall be closed as the pipe is installed to avoid

clogging while concreting. At one side of pipe, SS 304 mesh shall

be placed to protect filled soil. Rate shall be inclusive of pipe and

SS 304 mesh. Item shall not be used for diaphragm wall

construction. Actual installed length of pipe shall be measured for

5 PVC sleeve - Up to 110 mm Diameter Rmt 9 389.00

Total Carried Over to Summary

3 WATERPROOFING WORK

1) The Contractor shall repair the concrete elements by injection

grouting of suitable non-shrink grout and other suitable methods in

case of defective concreting of retaining walls, water tanks, slabs,

beams, etc., for which no extra costs shall be payable.

2) Rate shall be inclusive of surface preparation, repairing, injection

grouting, saw cutting of construction joints and filling with patch

repair mortar, making polymer mortar/Polymer CC fillets at

horizontal as well as vertical corners, etc complete. The rate shall

be inclusive of testing of elements and the system before and after

waterproofing application.

3) The latest technical system/product shall be adopted at the time

of execution.

6 Planter waterproofing (screed + Drain board) cum 26 6,368.00

Supplying and laying M25 grade vibrated concrete screed (admixed

with water proofing compound conforming to IS: 2645 and approved

by the Engineer-in-charge) in proper slope and gradient including

saw cutting (if required), making angle fillet of 50mm x 50mm at the

corners/Junction using M25 grade concrete and filling the

grooves/joints/junctions (internal& external) with PU sealant

(minimum 20 mm depth over PE backer rod). If Screed concrete

shall be laid over on existing concrete surface/existing laid stone

surface, a bonding agent shall be applied before laying of concrete.

After the laying of the required thickness screed, polypropylene

HDPE dimpled drain board (with inbuilt geo textile drainage

membrane of 100 gsm at top) shall be laid, with a minimum overlap

of 100 mm, based on soil characteristics and height of soil

overburden. Cost includes all material, labour, T&P, and wastage

involved as mentioned in the item. Actual volume of laid concrete

shall be measured for payment without considering wastage

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

7 12 to 15 mm thick water proof Plaster Sqm 322 184.00

Providing and laying 12 to 15 mm thick water proof single coat

smooth / wired finish cement plaster on sides of masonry work /

block work / RCC work, in any shape, in CM 1:3 (1 cement : 3 fine

sand) and water proofing compound of approved make in

proportions recommended by the manufacturer, finishing the

surface wired finish/ smooth finish with a floating coat of neat

cement slurry for all floors, all height including hacking to RCC

surface, scaffolding, curing etc. complete as directed by engineer-in-

Total Carried Over to Summary

4 PAINTING/POLISHING WORKS

1) All adhesives, sealants & paint shall be water based, with low

VOC with acceptable VOC content as per Green Building Norms

requirements and lead free.

2) Paint shall be applied after thoroughly brushing the surfaces, free

from mortar dropping and other foreign matter, preparing the

surface even and sand papered smooth etc, after applying every

coat of putty and primer complete.

3) Contractor shall furnish warranty paper, wherever applicable.

4) If necessary more coats shall be applied till the surface presents

a uniform appearance without any extra cost.

5) Paint shall be applied with any means (i.e. brush, roller, spray

6) Contractor shall prepare sample of minimum three shades as

suggested by engineer in charge for approval.

7) The rate shall be applicable for all floor, all level, all height by any

means of scaffolding.

8 Acrylic emulsion paint with primer - Exterior grade Sqm 2 112.00

Providing and applying 100% Acrylic Smooth exterior paint with

exterior primer of Two or more coats of paint including required

number of priming coat of exterior primer as per manufacturer's

specification of approved make and shade, having VOC (Volatile

Organic Compound) content less than 50 grams/ litre of required

shade over any surface etc complete for all floors all heights all

levels. Exterior paint and primer shall have minimum 7 years

9 Stain-repellent transparent coating - For exposed concrete Sqm 315 171.00

Providing and applying (solvent/ water based), low VOC,

breathable and biodegradable, water, oil, and stain-repellent

transparent fluorocarbon-based coating with anti-graffiti properties

(suitable product according to natural stone, exposed concrete

work) of approved make having fluoro carbon-based

nanotechnology at all heights & leads and wherever instructed by

Engineer-In-Charge. The treatment shall be in two coats wet-on-wet

or as recommended by the approved manufacturer including

preparation of surfaces by cleaning, curing, protecting, scaffolding,

etc complete. The rate includes the cost of all materials, their

application by specialized applicators by spray coating with an

airless sprayer, cleaning the substrate of all laitance, construction

dust, contaminants, scaffolding, labour, etc., all complete and at all

levels, leads and heights as per particular specification & directions

of Engineer-in-Charge. Guarantee Bond in the prescribed proforma

shall be executed by the contractor for the satisfactory performance

of the application for 5 years. The look and feel of the natural stone

surface, and exposed concrete shall not be affected by coating.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

Total Carried Over to Summary

5 METAL WORK

1. Contractor shall prepare shop drawing base on concept design/

drawing for any type of fabrication work and get approved.

Contractor shall prepare mock-up/ prototype (as suggested) as per

approved shop drawing for approval. Work shall be carried out as

per approved shop drawing, approved mock-up/ prototype and as

suggested by Engineer in charge.

2. Rate shall be for all floor, all level all height.

3. The rate shall include cost of all types of fasteners (ETA

approved) to be used for fixing.

4. Structural stability shall be responsibility of contractor for all kind

of metal work.

5. All elements shall be factory fabricated and finished, only final

finishing to be made on site with all precautions.

6. Contractor shall coordinate all services work (cut-outs and

provisions) in metal work. All cut-out and services provisions shall

be finished at factory/ work shop.

7. contractor shall provide PVC/ nylon seprator, where two different

metals connect to avoid galvanic reactions.

10 Structural steel work - Fabrication works - with paint Kg. 394 158.00

Providing, fabricating, assembling, hoisting, erecting and fixing in

position structural steel work at all heights/ all levels/ all shapes &

sizes with all leads & lifts using any type of MS section like rolled

steel sections, hollow sections, plates, chequered plates, bar, sheet,

rod, threaded bolt, railing etc. all confirming to latest relevant IS

codes for the metal elements i.e. cycling channeling, window grill,

transom bar, bright bar in wooden door - window frame, railings,

gates, grills, bracings, foundation plate & bolt, support at truss

system, truss, purlin, rafter ,cleat, platforms, brackets, fencing pole,

platform, trench cover, flag fixing sleeve pole, garbage box, signage

pole, service elements, Jali, clamp, logo, metal dustbin as per

design intent etc. including straightening, cutting, bending, profile

cutting, embosing, bolting and welding, eatching (if required) the

members all as per structural drawings and as per detailed

specifications (for materials & workmanship) including profile

cutting, smooth grinding, machining of edges/ faces, necessary

welding (electric arc welding) for required weld lengths and sizes,

machine drilling of holes for joining/ anchoring/bolting, necessary

arrangements of templates to keep the foundation bolts in position

dry sanding, degreasing (wet cleaning) & preparation of rust-free

surface manually or mechanically, metal putty to make the surface

even and smooth, necessary scaffolding/ staging, anchor

fasteners,extra for bending elements for fixing etc complete. Incase

of Metal dustbin, openable MS Shutter shall be with invisible self-

closing hinge of required capacity and locking arrangement inside

the shutter as per design intent. Contractor shall prepare mock-up

of any element wherever required as directed by the Engineer-in-

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

Contractor shop/ fabrication prepare shop drawing and get

approved. The fabrication work shall start only after approval of the

fabrication drawings. Fabrication shall be in a perfect Architectural

workmanship manner and as provided in Section V & VI of IS 800 &

IS 7215. Contractor shall responsible against stability, safety etc all

The rate shall include for applying (on all surfaces of MS member)

two or more coats PU paint (DFT min 40 micron per coat) of

approved make and shade over two coat (DFT min 50 micron per

coat) of anti corrosive epoxy base primer for PU paint, as per

manufacturer's specification, anchor fastener etc all complete.

11 Extra charges for providing hot dip galvanizing work conforming to Kg. 394 58.00

IS 4759/2629/2633 with a zinc coating of 610 GSM thickness on any

type of MS sections for various elements like Dustbins, Railing,

Handrail, gate, grill, platform, trench cover, flag fixing sleeve pole,

garbage box, signage pole, Street furniture and similar works etc.

made for all locations, heights, and levels as per the drawings and

as instructed by the Engineer-in-Charge. The rate includes surface

preparation by shot blasting or acid washing prior to hot dip

galvanizing, as well as all necessary labour, tools, and machinery

(sample to be approved). The weight of the steel sections before

galvanization shall be measured for payment without considering

any wastage. A sample and mock-up shall be prepared for approval

by the Engineer-in-Charge before mass execution.

Total Carried Over to Summary

6 EXTERNAL DEVELOPMENT WORK

1) Stones shall be free from cracks, lines, stains, white spots of

efflorescence and even in shade for all kind of stone work.

and thickness and approved by Engineer in charge prior to

procurement.

3) Stone shall be from same lot and/ or source (stone quarry) for

same kind of work and as approved by Engineer in charge.

4) Contractor shall apply Stone Impregnation primer/ sealer coat on

back side and all edges (after cutting and finishing of the stone as

per size) of stones of approved make. Stone Impregnation primer/

sealer coat shall be of water based with pH value 7 to 10 in

minimum two coat as per manufacturer's specification and as

directed by Engineer in charge. No extra shall be paid for the same.

5) Contractor shall prepare and submit shop drawing for all kind of

stone work with sub base/ framing work/ fixing arrangement/ joinery

with all required fasteners and get approval from Engineer in

6) Mock up/ sample shall be prepared as per approved shop

drawing and get approved by Engineer in charge before execution

7) All adhesives and sealants shall be with low VOC and lead free

with acceptable VOC content as per Green Building requirements.

8) Stone work shall be carried out for all floor, all level, all height, all

places including loading, unloading, stacking, transporting, hoisting,

erecting by any means (mechanical or manual).

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

9) All type of stones shall be cut to size with help of with water jet

cutting/ laser cut/ CNC machine according to the design and shape

for best workmanship as per shop drawing.

10) Granite shall be mirror polished/ flame finished/ sand blasted/

river wash finish or other as per specified.

11) All type of stone/ stone elements shall be factory cut and factory

finished. Finish on any stone shall be as per satisfaction of

Engineer in charge. If required, final finish/ touch-up shall be

executed at site as per direction of Engineer in charge.

12) Structural stability of solid stone work shall be responsibility of

contractor.

13) Contractor shall make necessary provision for any services cut-

out/ other required provision, co-ordinate with all services work and

making good etc complete.

14) All visible surfaces of stone shall be same finished.

12 Kota Stone - For treads/copping/seating - fixing with Cement Sqm 63 1,600.00

Providing and laying machine-cut Kota stone 40 mm thick any type

of Polished/ Textured (i.e. river wash finish, leather finish, linen

finish, canvas finish etc) finish Kota stone in a single piece of any

shade (uniform), any size, and any shape in treads of steps, coping

and seating, etc as per the drawings. Kota stone slab having pencil

corner and same polished at the exposed edge in even and uniform

thickness and laid overupto 20 mm thick base of cement mortar 1:

(1 cement: 6 coarse sand)/ suitable adhesive as per manufacturer

specification, and jointed (paper joint) with grey/ white cement slurry

mixed with pigment to match the shade of the slabs, including

finishing, rubbing, curing, polishing, cleaning, protection, scaffolding,

wastage, etc. all complete for all levels, all floor, all height, and as

directed by the Engineer-in-Charge. The joint between the tread

and riser shall be finished as per the drawing.

The rate shall be inclusive of Kota stone (as per the approved

sample), fixed with cement mortar bedding/ adhesive, cement slurry,

matching pigment, all labour, etc complete. The contractor shall

arrange loose Samples for approval from the Engineer-in-Charge

before mass execution.

The actual laid area of the Kota stone shall be measured for

payment without considering any wastage.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

13 Kota Stone - For risers of steps, dado etc. or similar - fixing Sqm 32 1,286.00

with cement mortar

Providing and laying machine-cut Kota stone 25 mm thick any type

of Polished/ Textured (i.e. river wash finish, leather finish, linen

finish, canvas finish etc) finish Kota stone in a single piece of any

shade (uniform), any size, and any shape in the risers of steps,

dado or similar etc. as per the drawings. Kota stone slab having

pencil corner and same polished at the exposed edge in even and

uniform thickness and laid in any pattern fixed on any type of

leveled surface with approximate 12 mm thick (average) cement

mortar 1:3 (1 cement : 3 coarse sand)/suitable adhesive as per

manufacturer specification, and jointed (paper joint) with grey/ white

cement slurry mixed with pigment to match the shade of the slabs,

including finishing, rubbing, curing, polishing, cleaning, protection,

scaffolding, wastage, etc. all complete for all levels, all floor, all

height, and as directed by the Engineer-in-Charge. The joint

between the tread and riser shall be finished as per the drawing.

The rate shall be inclusive of Kota stone (as per the approved

sample), cement mortar for fixing/ adhesive, cement slurry,

matching pigment, all labour, etc complete. The contractor shall

arrange loose Samples for approval from the Engineer-in-Charge

before mass execution.

The actual laid area of the Kota stone shall be measured for

payment without considering any wastage.

14 Kota Stone - For risers of steps, dado etc. or similar - fixing Sqm 5 1,834.00

with cement mortar

Providing and laying machine-cut Kota stone 55 to 65 mm thick any

type of Polished/ Textured (i.e. river wash finish, leather finish, linen

finish, canvas finish etc) finish Kota stone in a single piece of any

shade (uniform), any size, and any shape in the risers of steps,

dado, planter sides, or similar etc. as per the drawings. Kota stone

slab having pencil corner and same polished at the exposed edge in

even and uniform thickness and laid in any pattern fixed on any type

of leveled surface with approximate 12 mm thick (average) cement

mortar 1:3 (1 cement : 3 coarse sand)/suitable adhesive as per

manufacturer specification, and jointed (paper joint) with grey/ white

cement slurry mixed with pigment to match the shade of the slabs,

including finishing, rubbing, curing, polishing, cleaning, protection,

scaffolding, wastage, etc. all complete for all levels, all floor, all

height, and as directed by the Engineer-in-Charge. The joint

between the tread and riser shall be finished as per the drawing.

The rate shall be inclusive of Kota stone (as per the approved

sample), cement mortar for fixing/adhesive, cement slurry, matching

pigment, all labour, etc complete. The contractor shall arrange loose

Samples for approval from the Engineer-in-Charge before mass

execution.

The actual laid area of the Kota stone shall be measured for

payment without considering any wastage.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

15 18 mm thick WPC Plank/board - coping/seating on bench etc. Sqm 132 1,792.00

Providing & laying 18 mm thick machine-cut External category WPC

Pank/board of any finish, any texture, any color, any shade, any

size and any shape, wpc board /plank having density 550 kg/cum

for coping, seating on bench in required design and patterns as per

the drawings, fixed with suitable adhesive of minimum 6 mm

thicknes fixing adhesive as per IS-15477 of an approved make,

including making groove as per drawing, exposed edge treatment

and champharing/ making pencil corner if required, rounded corner

treatment in even thickness and finished same as plank/board finish

as per drawing and as approved and directed by Engineer in

charge, WPC board/plank shall be used in single possible length/as

per drawing for coping / seating on bench. Necessary anchoring

shall be done if required as per design intent.

The actual laid area of the WPC Board/Plank shall be measured for

payment without considering any wastage.

16 Precast RCC Bench - modular type linear/ curvature in Plan and cum 66 36,208.00

elevation, Tube type

Providing, hoisting, stacking and arranging in position, precast

exposed fair finished modular type linear/ curvature in Plan and

elevation, bench as per design intent, made of minimum M-30 grade

RCC, with/ without a back rest of approximate size and shape as

per the design intent, as directed by the Engineer-in-charge. The

Contractor shall submit a methodology for the erection of the

precast bench and get approval from the Engineer-in-Charge.

Installed precast bench shall not be damaged in any way. The

sample shall be approved by the Engineer-in-charge before mass

production. The rate shall include for erecting and fixing the precast

bench in position as per the drawing, finishing, necessary TMT

reinforcement bars etc., complete, as directed by the Engineer-in-

Charge. The location and type of each lifting hook for erecting the

bench shall be as per the design intent and as approved by the

Engineer-in-Charge. The Architect and the Engineer-in-Charge

reserve the right to reject part or all work found to be sub standard

or not as per the approved sample and the mock-up. The sample

and the mockup shall not be payble if rejected or cast in another

location (not in scope of work area). if required bench shall be in

coloured/ pigmented concrete however additional cost of for

pigment shall be paid relevant tender item.The actual laid volume

shall be measured for payment without any wastage.

17 ACP sheet signage on Existing Pole/ New Pole for Vehicular Sqm 8 8,305.00

Direction Signages:

Providing, making and fixing 4 mm thick ACP sign of any shape and

size and of approved make to be cut on CNC router cutting and

smoothen all corners and edges. Matter shall be cut in 3M High

intensity prismatic Reflective vinyl ASTM Type 4 and paste on it as

per design and detail and as per manufacturer's specifications. UV

stabilized lamination (exterior grade) shall be done on it. The ACP

sheet shall be fixed with clamp and angle on new or any type of

Pole as per drawing. Content of sign shall be letters (in any

18 Vinyl Stickers: Sqm 8 4,239.00

Providing, Cutting & pasting of vinyl stickers of approved make

and shade with digitally printed graphic/ letter as per design and

as directed by engineer in charge. Pasting of vinyl must be accurate

as per the design on the approved size ACP without any kind of

bubbles. The rate shall also include cost of scaffolding, drilling,

fabrication, finishing, adhesive material etc at all height and all lead.

Only out to out area elevation vinyl stickers shall be measured and

paid in sqmt. The contractor should submit the drawings based on

concept design and do the sampling and get it approval before

execution.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

19 SS Plate Signs : Sqm 8 45,746.00

Providing Making and fixing SS plate signs on 2mm thick ISI

Brushed S.S. Grade 304 plate with acid etching and duco painting.

All plates will be made in CNC Water Jet Cutting, with all edges

smoothen and all corner to be cute round. Acid etching should be

done 0.3mm deep and Use ICI duco paint for colour infill of

approved colour. The letters of made of Vinyl stickers. The font

colour shall be of as per drawing and specified by Architect. The

plate will be fixed on wall with the stud/ fastener/ adhesive tape of

3M, jointing sealant as per design as per specification and approved

by Architect or Engineer in charge. The rate shall be inclusive of

scaffolding, drilling, fasteners/ adhesive material etc. at all heights

as directed by engineer in charge. Only elevation area shall be

measured and paid. The rate shall also include cost of scaffolding,

drilling, fabrication, finishing, adhesive material etc at all height and

all lead. The contractor should submit the drawings based on

concept design and do the sampling and get it approval before

execution.

Total Carried Over to Summary

7 PREPARATORY WORKS - RESIDUAL ELEMENTS

1) The method of demolition work shall be approved by the

Engineer-in-charge before execution of work.

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-charge.

20 Cutting in stone, concrete, or bituminous surface Sqm 425 290.00

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

& width shall be 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.

21 Dismantling of existing reinforced cement concrete (RCC) work Cum 72 1,526.00

of any grade and 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-

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 - CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

22 Chemical Anchor:

Supplying, Drilling/ Cleaning hole and injecting grouting chemical

with the help of dispenser, into a hole of dia & depth as per

manufacturer/ structural consultant's specification and fixing rebar of

the required diameter subsequently. Fixing methodology shall be

followed as per manufacturer’s guidelines. Steel will be paid under

relevant item. Manufacturer to submit Rebar Depth Calculation

based on design loads & other parameters as provided by

consultant and in accordance with EOTA-TR-023/029 “guidelines

for post installed rebar connections” for approval. Rate shall be

inclusive of all material, labour, necessary scaffolding etc complete

for all height as directed by engineer in charge.

23 Rebaring :

Providing material and labour for Drilling/ Cleaning hole and

injecting grouting chemical with the help of dispenser, into a hole as

per manufacturer/ structural consultant's specification and fixing

rebar of the required diameter subsequently. Fixing methodology

shall be followed as per manufacturer’s guidelines. Steel will be paid

under relevant item. Manufacture to submit Rebar Depth

Calculation based on design loads & other parameters as provided

by consultant and in accordance with EOTA-TR-023/029 “guidelines

for post installed rebar connections” for approval. Rate shall be

inclusive of all material, labour, necessary scaffolding etc complete

for all floors, all height as directed by engineer in charge.

23.1 a) hole of dia 8mm and depth min 120mm No 610 197.00

23.2 b) hole of dia 10mm and depth min 150mm No 1230 273.00

23.3 c) hole of dia 12mm and depth min 180mm No 610 360.00

23.4 d) hole of dia 16mm and depth min 240mm No 410 557.00

Total Carried Over to Summary

TOTAL OF SUB SECTION 6.1 - CIVIL WORKS

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - WALL CLIMBING WORKS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

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

8 PLAY EQUIPMENT

24 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

6.2 - WALL CLIMBING WORKS

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 80 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

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

6.2 - WALL CLIMBING WORKS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

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

25 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 included.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - WALL CLIMBING WORKS

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.

26 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

6.2 - WALL CLIMBING WORKS

estimated Unit Rate Total amount

estimated Unit Rate Total amount

Sr. No. Description Unit Refrence Images.

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

9 PREPARATORY WORKS - WALL CLIMBING

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-

27 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

28 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 6.2 - WALL CLIMBING WORKS

Signature of Bidder Page No.