Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

Summary of Bill of Quantities

SCHEDULE NON-SCHEDULE TOTAL AMOUNT

SCHEDULE NON-SCHEDULE TOTAL AMOUNT

SL NO. DESCRIPTION

AMOUNT (in Rs.) AMOUNT (in Rs.) (in Rs.)

I CRICKET STADIUM

CRICKET GROUND DEVELOPMENT (OUTFIELD)

MAIN FIELD OF PLAY WITH PRACTICE PITCHES

MEPF WORKS (INCLUDING SPORTS LIGTHING

COMPREHENSIVE OPERATION AND

MAINTENANCE FOR 5 YEARS

Digitally signed by JAYA

Name of Works: Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play) - Phase-l.

CRICKET GROUND DEVELOPMENT (OUTFIELD) MAIN FIELD OF PLAY

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

Raising of Field of Play (FOP) to required finished level including filling,

compaction, and grading

Supplying & filling in plinth with soilng/Moorum/Hard Copra under floors,

1.00 including watering, ramming, consolidating and dressing Cum 8283 1,188.38 98,43,334.97

complete.Moorum/Hard Copra

Extra for levelling & neatly dressing of disposed soil completely as directed by

Engineer-in-charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12

tonne capacity after excavating earth to an average of 22.5 cm depth,

3.00 dressing to camber and consolidating with road roller including making good Sqm 15070 213.00 32,09,847.15

the undulations etc. and re-rolling the sub grade and disposal of surplus earth

with lead upto 50 metres.

II Sub Base -

Excavation for foundation, plinth beams, rafts, in earth, soil of all types, sand,

gravel, hard murum & existing murum filling, including removing and shifting

the excavated material up to a distance of 1500 metres beyond building area

4.00 and lift as specified, and stacking and /or spreading as directed, dewatering Cum 4,521.00 333.82 15,09,209.26

by pump, preparing the bed for the foundation & necessary back filling with

available earth, watering, ramming Including shoring, strutting etc complete as

directed. including royalties as applicable if any.

Filling in foundation and plinth with excavated materials including watering

and ramming as directed by the Engineering-in -Charge.

6.00 Anti-Termite & weedicide treatment of compacted soil Sqm 15,070.00 53.45 8,05,525.11

Providing and laying of polypropylene fibers Geotextile

separation barrier of 140 GSM, as per the standard procedure, as per the

enclosed specifications complete as required,complete as per requirement

and as per direction of Engineer-incharge.

Supplying, laying, and compacting of stone aggregate (4 mm to 6 mm size) to

form a contour and elevation to the desired level, complete as per requirement

and as per direction of Engineer-in-Charge, in a 100 mm thick layer (40%

extra for trenches and compaction).

9.00 Washing charge of stone aggregate Cum 2,260.50 320.71 7,24,972.60

Supplying, laying, and compacting of fine/medium fine sand (0.25 mm to 1

mm and downsize) to form a contour and elevation to the desired level,

10.00 complete as per requirement and as per the direction of the Engineer-in- Cum 3,616.80 5,332.89 1,92,87,988.85

charge (compacted thickness not less than 200 mm).

III Drainage System -

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms, depth up

11.00 to 1.5 m, including getting out the excavated soil, and then returning the soil -

as required, in layers not exceeding 20 cm in depth, including consolidating

each deposited layer by ramming, watering, etc. and disposing of surplus

excavated soil as directed, within a lead of 50 m :

12.00 All kinds of soil -

13.00 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. Rmt 5,844.00 534.92 31,26,085.00

Providing and laying double wall corrugated (DWC) high-density polyethylene

(HDPE) perforated pipe (SN8) with perforation of required size in 180 degrees,

14.00 including all fittings like end cap, reducer, Y-junction, T-junction, etc., and Rmt 4,837.00 834.68 40,37,333.28

jointing all as per the direction of the Engineer-in-charge: 150 mm internal

diameter (ID), complete as per requirement.

Providing and laying double wall corrugated (DWC) high-density polyethylene

(HDPE) perforated pipe (SN8) with perforation of required size in 180 degrees,

as per the direction of the Engineer-in-charge: 300 mm internal diameter (ID),

complete as per requirement.

Supply & laying of 150 micron black poly ethylene sheet in the trenches with

50mm coverage on each side of the surfaces

Providing and laying of 300 mm to 150 mm Y-junction with 45 and 75 degrees,

17.00 complete as per requirement and as per the direction of the Engineer-in- No. 111.00 15,376.42 17,06,783.16

charge: 300 mm x 150 mm internal diameter (ID)

Providing and laying of 150 mm End Cap, complete as per requirement and

as per the direction of the Engineer-in-charge.

Providing and laying of 300 mm End Cap, complete as per requirement and

as per the direction of the Engineer-in-charge.

Providing and laying double wall corrugated (DWC) high density

polythene (HDPE) perforated pipe (SN 8) with perforation of required

size in 30 degree with complete as per requirement and as per direction of

Engineer-in-charge : 600mm ID.

Digitally signed by JAYA

Name of Works: Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play) - Phase-l.

CRICKET GROUND DEVELOPMENT (OUTFIELD) MAIN FIELD OF PLAY

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

Providing and laying double wall corrugated (DWC) high density

21.00 polythene (HDPE) Non-perforated pipe (SN 8) with as per requirement Mtrs. 191.00 18,893.31 36,08,621.72

and as per direction of Engineer-in- charge : 800mm ID.

Providing and laying double wall corrugated (DWC) high density

22.00 polythene (HDPE) Non-perforated pipe (SN 8) with as per requirement Mtrs. 28.00 18,893.31 5,29,012.61

and as per direction of Engineer-in- charge : 800mm ID.

Providing and laying of 600mm x300mm and 800mm x 300mm T' joint

23.00 including complete as per requirement and as per direction of Engineer-in- Nos 13.00 46,042.93 5,98,558.07

Providing and laying of 800mm x 600mm Reducer including

24.00 complete as per requirement and as per direction of Engineer-in- Nos 2.00 40,689.48 81,378.96

IV Kerb Around the Field -

Earth work in excavation of foundation in hard soil or gravelly soil

including dressing of sides and leveling the bed upto the required depth and

depositing the excavated materials away from the work site with intial leads

25.00 and lifts, including shoring, shuttering & dewatering (if required) with cost of all Cum 94.00 333.82 31,379.27

Labour, Hire & Running charges of the water pumps, Sundries, T & P

required for the work complete in all respect as directed by the Engineer- in-

26.00 Centering and shuttering including strutting in foundation Sqm 104.00 381.57 39,683.58

Providing & laying Plain Cement concrete (PCC) of proportion (1:4:8) in

foundation and floors using 4cm (1½”) size clean hard black crusher broken

granite stone metal of approved quality and from approved quarry including

hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick

27.00 to the required level ramming, watering, curing etc. complete including cost, Cum 21.00 6,681.28 1,40,306.84

conveyance , loading,unloading,royalties of all materials, cost of all labour,

Sundries, T&P required for the work including shoring, shuttering and

dewatering ( if required) including hire and running charges of water pump

required for the work etc complete in all respect as directed by the Engineer-

Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing

strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with

approved grade cement and screened & washed sand for mortar after

immersing the bricks for 6 (Six) hours in water before use ,including splays

28.00 cutting, circular moulding, corbelling, chamfering and similar such type of Cum 78.00 7,335.82 5,72,194.27

works, watering and curing etc. including cost, coveyance,stacking, loading,

unloading, royalties of all materials ,cost of all labour,scaffolding, sundries and

T&P required for the works complete in all respect as directed by the

Engineer-in-charge.

12 m.m thick cement plaster in cement mortar of mix (1:6) in all floors at

all height using screened & washed sharp river sand for mortar with

approved quality of cement, finished smooth to the even surface of the brick

masonry walls after racking out the joints properly ,providing grooves

29.00 wherever necessary including cost, conveyance, loading, unloading,stacking, Sqm 391.00 231.99 90,707.31

royalties of all Materials, cost of all Labour, T&P, Sundries , Scaffolding,

Watering, Curing,Rounding of corners etc. required for the work complete in

all respect as directed by the Engineer- in- charge.

30.00 Irrigation System for Cricket Field -

Supply and installation of pop-up 1-25 series sprinkler system for

Natural Grass Cricket field Surface including all fittings, pvc

pipe, accessories, excavation, laying pipes, complete in all the aspects

31.00 Including supplying and installation of 10 H.P. submersible Job 1.00 36,61,991.72 36,61,991.72

monoblock pumping set with Electronic controller, making

connections suitable for T.W/ D.C.B./ openwell, installation of complete

fittings and accessories with supplying pipes, jointing of electrical cable

and other connections with manual operations

Construction of 2,00,000 ltr. Water storage capacity underground

RCC sump with pump room on the top of sump, complete as per

direction of Engineer-in-Charge . As per costing attached separately

33.00 Grassing work -

Grassing with bermuda or suitable natural grass as per climatic

requirement of the area with dibbling method including watering and

34.00 maintenance of the lawn for 60 days, free from weeds and fit for sqm 15,070.00 449.55 67,74,672.69

mowing, complete as per requirement and as per direction of Engineer-in-

charge. The grass shall be dibbled in rows 5 cm apart in both directions and

as per direction of Engineer in charge.

Digitally signed by JAYA

Name of Works: Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play) - Phase-l.

CRICKET GROUND DEVELOPMENT (OUTFIELD) MAIN FIELD OF PLAY

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

Supplying of neem cake manure at site and mixing with sand on field,

35.00 3 kg per Sq M complete as per requirement and as per direction of kg 56,532.00 75.38 42,61,458.48

Engineer-in- charge.

Supplying of Cocopeat manure at site and mixing with sand on required

36.00 percentage of 3 kg per Sq M(3%), complete as per requirement and as per kg 56,532.00 64.42 36,41,609.97

direction of Engineer-in- charge.

Suppling and applying of needful chemical and fertilizer for the growth of

grass and its protection from weed, insects and other objects

VI Cricket Pitch -

Earth work in excavation of foundation in hard soil or gravelly soil

including dressing of sides and leveling the bed upto the required depth and

depositing the excavated materials away from the work site with intial leads

38.00 and lifts, including shoring, shuttering & dewatering (if required) with cost of all cum 206 333.82 68,767.33

Labour, Hire & Running charges of the water pumps, Sundries, T & P

required for the work complete in all respect as directed by the Engineer- in-

Filling in foundation and plinth with excavated materials including watering

and ramming as directed by the Engineering-in -Charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12

tonne capacity after excavating earth to an average of 22.5 cm depth,

40.00 dressing to camber and consolidating with road roller including making good sqm 69 217.65 15,017.52

the undulations etc. and re- olling the sub grade and disposal of surplus

earthwith lead upto 50 metres.

Supplying, laying and compacting of coures sand to form a contour and

41.00 elevation to the desired level, complete as per requirement and as per cum 69.00 5,332.89 3,67,969.26

direction of Engineer-in-charge.

Supplying, laying and compacting mix layer of coures sand and clay(in ratio

42.00 1:1) to form a contour and elevation to the desired level, complete as per cum 62.00 5,139.64 3,18,657.53

requirement and as per direction of Engineer-in-charge.

Supplying, laying and compacting of clay to form a contour and elevation to

43.00 the desired level, complete as per requirement and as per direction of cum 77.00 6,425.23 4,94,742.88

Engineer-in-charge.

Preparation and maintenance of cricket pitch (until the pitch is playable)

44.00 including time to time rolling, watering, grassing and grass cutting as per sqm 687.00 428.99 2,94,715.04

45.00 Cricket Pitch (Practice) -

Earth work in excavation of foundation in hard soil or gravelly soil

including dressing of sides and leveling the bed upto the required depth and

depositing the excavated materials away from the work site with intial leads

46.00 and lifts, including shoring, shuttering & dewatering (if required) with cost of all cum 315.00 333.82 1,05,153.93

Labour, Hire & Running charges of the water pumps, Sundries, T & P

required for the work complete in all respect as directed by the Engineer- in-

Filling in foundation and plinth with excavated materials including watering

and ramming as directed by the Engineering-in -Charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12

tonne capacity after excavating earth to an average of 22.5 cm depth,

48.00 dressing to camber and consolidating with road roller including making good sqm 1050.00 217.65 2,28,527.53

the undulations etc. and re- olling the sub grade and disposal of surplus

earthwith lead upto 50 metres.

Supplying, laying and compacting of coures sand to form a contour and

49.00 elevation to the desired level, complete as per requirement and as per cum 105.00 5,332.89 5,59,953.23

direction of Engineer-in-charge.

Supplying, laying and compacting mix layer of coures sand and clay(in ratio

50.00 1:1) to form a contour and elevation to the desired level, complete as per cum 105.00 5,139.64 5,39,661.94

requirement and as per direction of Engineer-in-charge.

Supplying, laying and compacting of clay to form a contour and elevation to

51.00 the desired level, complete as per requirement and as per direction of cum 210.00 6,425.23 13,49,298.75

Engineer-in-charge.

Preparation and maintenance of cricket pitch (until the pitch is playable)

52.00 including time to time rolling, watering, grassing and grass cutting as per sqm 1050.00 428.99 4,50,437.83

Digitally signed by JAYA

Name of Works: Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play) - Phase-l.

CRICKET GROUND DEVELOPMENT (OUTFIELD) MAIN FIELD OF PLAY

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

5 Bay Cricket Netting SystemSupply and installation of a 5-bay cricket netting

system, designed for professional practice use. Each bay shall be equipped

with 50 mm × 50 mm white nylon or cotton mesh, forming five wings, each of

size 24.00 m × 5.55 m, securely fixed on a heavy-duty steel trackway system.

The system shall include all required brackets, trolleys, hangers, and fittings

for smooth operation and easy mobility of the dividing nets.A back net of size

15.00 m × 5.55 m shall be provided, along with detachable side and back

screens — five side screens of 7.70 m × 2.00 m and four back screens of

53.00 3.66 m × 2.00 m, all made from white cotton material for professional-grade Set 1.00 43,35,549.03 43,35,549.03

visual clarity.The system shall also include a roof net supported by galvanized

tensioned wires, with an overall size of 16.44 m × 33.00 m, ensuring full

overhead protection. At the bowler’s end, a protection net measuring 15.00 m

(width) × 5.55 m (height) shall be installed, incorporating a bowler’s arm sight

screen of 15.00 m × 3.00 m, fabricated from high-quality white cotton cloth for

clear visual contrast.All structural and netting components shall be corrosion-

resistant, UV-stabilized, and installed as per manufacturer’s guidelines to

ensure safety, durability, and ease of operation.

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

Design, Manufacturing, Supply and Installation of Hot dip galvanized, 48 Mtr polygonal high

mast poles with fixedtype head frame (Design Conforming to PLG 7, 44 M/s Wind Speed,

1 Galvanizing confirming to BSEN ISO 1461:1991 and material confirming to BS EN 10025, Each 4 68,39,144.30 2,73,56,577.20

suitable for mounting 88 Nos. of LED fittings to achieve ICC 3000 Vertical lux level on

Pitch along with Complete with all accessories.

Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor

plate and common template.

Supply Installation Testing and Commissioning of external man-rider unit made from Hot dip

3 galvanized steel for accessing the head frame with climb speed not more than 9 meter per Each 2 3,42,642.50 6,85,285.00

second and load capacity of minimum 300 KG .

Foundation casting for 48Mtr High mast with all tools and tackles, shuttering and masonary

work as per specification.complete with all accessories i/c providing foundation in suitable

Grade concrete with reinforcement steel along with providing of high tensile steel foundation

bolts, nuts and washers etc. as required at site

LUMINIARE DETAILS

Supply Installation Testing and Commissioning of Energy efficient IP66, IK08 Non-Integral

LED Floodlight luminaires with system wattage ranging >=1600-<=1700W and delivering

minimum system lumens > 1,75,000 lumens at Ta 40 Deg C and having a minimum System

Efficacy >=110 lm / watts, compliant to IS-10322/IEC60598. The Luminaire shall be with

Single piece housing made of pressure die-cast aluminium comprising of all the LED modules

with front cover made of glass having dedicated rotational / symmetrical optics with reduced

glare properties. It shall have natural /Passive cooling (any type of active or forced cooling

shall not be acceptable) for the luminaire to maintain the heat management to operate

effciently. The Luminaire shall be available in minimum 3 beam angles as per requirement of

design and to meet required lighting parameters and a lux level warranty of 5 years needs to

be provided with the design done. The LEDs shall be SMD type and Ceramic Base High

Power LEDs (COB type LED chip is not acceptable. Multichip LED arrays is not acceptable),

5 Individual LED wattage shall be >=1W and <=5 W. Design operating current and Tj: 85deg Each 1,88,247.79 3,46,37,593.27

C.), CCT: 5700°K, CRI=>90 and SDCM <= 5. The Luminaire life shall have L90B10 of

1,00,000 Hrs. It shall operate at an operating temperature range of -10° to plus 50°C. The

luminaire shall employ single non-integral Potted LED DMX RDM & DALI2 driver as per the

specifications mentioned below. LED luminaires shall be able to offer Dynamic Lighting

control with an appropriate DMX /DALI2 enabled solution. The driver casing shall be of metal

only IP66 & IK08. LED Driver shall have efficiency >90% (@full load), power factor >0.95

(@full load) and Flicker Frequency <1%. The Luminaire driver shall have in-built surge

protection of 10KV. The Driver unit lifetime should be 50000 hours at operation temperature

range with a failure rate of max 0.5% per 5000 hours. Driver shall be compatible to use with

suitable dimming control and control accessories for various playing applications.. The

Luminaire and Driver shall have BIS certification and shall be of same make as Luminaire.

Luminaire manufacturer must have In-house NABL accredited lab to conduct LM79 as per

2019 standard . OEM NABL scope should include IP, IK and Electrical tests. Windage area on

each mast considered for design/stability of mast to be submitted during detail engineering. 184

DRIVER DETAILS :

Driver should be 3 channel IP 66 and IK 08 programmable driver and future proof with DALI-2

and D4i Certified & DMX-RDM & 3-Timer-Mode provisions for dimming and controlling, (time

dimming feature like Self Adapting-Midnight, Self Adapting-Percentage and Traditional

Timer). Driver should be a Non-Isolated Class I driver with an efficiency upto 97% with a max

remote distance installation of 300 mts, having Full Power at Wide Output Current Range

(Constant Power), with an Integrated Power Metering with High Accuracy up to ±1% with

Thermal Sensing and Protection for LED Module Output Lumen Compensation, End-of-Life

Indicators It should have Output Lumen Compensation (OLC) may be used to maintain

constant light output over the life of the LEDs by driving them at a reduced current when new,

then gradually increasing the drive current over time to counteract LED lumen degradation.

Also, an End-of-Life (EOL) is providing a visual notification to a user that the LED module has

reached the end of manufacturer-specified life and that the replacement is recommended.

These Drivers should be RoHS compliant as per RoHS Directive (EU) 2015/863. - -

SAFETY & EMC COMPLIANCE

2.UKCA BS EN 61347-1, BS EN 61347-2-13

6.SAA AS/NZS 61347.1, AS/NZS 61347.2.13

7.ENEC EN 62384

8.BS EN/EN IEC 55015/GB/T 17743/KN 15

9.BS EN/EN IEC 61000-3-2/GB 17625.1

11. BS EN/EN 61000-4-2 Electrostatic Discharge (ESD): 8 kV air discharge, 4 kV contact

12.BS EN/EN 61000-4-3 Radio-Frequency Electromagnetic Field Susceptibility Test-RS

Supply, of Medium intensity LED type aviation obstruction luminaires to be mounted on

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

Supply, Installation, Testing & Commissioning of High Mast Lighting Distribution Board

(HMLDB), 14SWG CRCA sheet made outdoor type, pedestal mounted totally enclosed with IP

54/55 degree of protection with canopy suitable for use on 415 Volts 3-phase, 4 wire, 50 Hz

7 system having required fault capacity, housed with incoming and outgoing, Aluminum bus Each 4 13,10,950.21 52,43,800.82

bars interconnection etc. with indication lamps, accessories etc. Additonal compartmen

tProvision of min. 500mm width & 300mm depth along with 2 nos. 5/15A switch socket/MCB

shall be provided for housing DMX control system.

a. 1No. 400A (25kA), 4P, MCCB, microprocessor based with O/L, S/C protection and with all

required accessories. - -

b. 1 Set phase indication lights (R, Y, B) Solid state type (LED).

c. 1 no. Multi Function Meter

a. 03 nos. 100A DP MCCB (10KA), TM, O/L, S/C Protection with 100A AC1 Duty DP

contactor, On-Delay timer, indicating lamp & push button for Auto/manual control.

b. 108 no. 16A DP MCB (10KA). - -

c. 2 no. 32A TPN MCB - Motor operation.

d. 2 nos. 6A SP MCB for Aviation light along with contactor & astronomical timer.

e. 1 no. 6A SP MCB for panel light.

Supplying, installation, Testing & Commissioning of 415 V, 3-phase, 50Hz, outdoor type,

pedestal mounted Driver Rack made out of CRCA Sheet with powder coating ( RAL 7032 ) of

suitable size with canopy having IP 54/55 protection for accomodating cumulative upto 88

8 sets of driver for 1650W LED fixture along with SPD & DMX decoder. The Driver Rack shall Set 4 13,26,026.48 53,04,105.90

be installed near the base of each mast and shall be erected on cement concrete foundation

complete with painting, interconnections, earthing complete as required including the

detachable gland plate for incoming and outgoing cables entry.

Supply of Copper conductor, XLPE insulted flexible cable as per IS 7098 of following sizes:

(As per 1500 LUX LEVEL VERTICAL ON PITCH ).

Supply and making end termination of following Copper cable with Polamide gland and Cu

600x600x3mm GI Plate earthing as per IS 3043 including supply, laying & connecting of

Copper strip (2 nos. for High Mast & 2 nos. for HMLDB & driver rack)

Supply and Installation of Main Electrical Power Panel: outdoor application double door panel

consisting of In comer of suitable rating ACB; The panels shall have 4 out-going MCCB

feeders, Incomer of 1600A (50KA) ACB (Min Rating) (1 No.) Outgoing 400A (36 KA)MCCB

12 (Min Rating) (4 Nos. + 1 Spare) to supply power to each High Mast Light Control Panel, Each 1 19,87,326.50 19,87,326.50

metering section, spare feeders etc. including, AL busbars, chambers cable alley, bottom

entry gland plate, earth points, base frame etc including all components as below to complete

the installation testing and commissioning of the LED Lighting system.

Supply and Laying of Under ground laid Electrical Power Cables: LT AL conductor, XLPE

13 insulated, PVC Inner & outer sheath, armoured cables ISI marked, including all termination, -

cable glands etc. armoured power cable conforming to IS 7098 (Part 1):1988.

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

STORM WATER DRAINAGE WORKS

Schedule Amount Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

(in Rs.) Amount (in Rs.)

A CIVIL & FINISHES WORK

1 Earth work in excavation of foundation in hard soil or

gravelly soil including dressing of sides and leveling the bed

upto the required depth and depositing the excavated

materials away from the work site with intial leads and lifts,

including shoring, shuttering & dewatering (if required) with Cum 1,399.28 333.82 ₹ 4,67,108.78

cost of all Labour, Hire & Running charges of the water

pumps, Sundries, T & P required for the work complete in all

respect excluding GST as directed by the Engineer- in-

2 Filling in foundation and plinth with excavated materials

including watering and ramming as directed by the Cum 419.78 184.08 ₹ 77,273.56

Engineering-in -Charge.

3 Disposal of surplus excavated materials within the area

specified & directed by BDA / EIC (all kinds of soil, boulders,

concrete or any other excavated materials) including all lifts,

spreading in layers, breaking clods and leveling to disposal Cum 881.97 205.08 ₹ 1,80,878.55

ground arranged by the contractor inclusive from the site of

excavation to the site of disposition(upto take 10 Km.) etc.

complete in all respect excluding GST as directed by the

Engineer- in- charge.

CONCRETE WORK :

4 Providing & laying Plain Cement Concrete (PCC) of proportion

(1:3:6) in foundation and floors using 4cm (1½”) size clean

hard black crusher broken granite stone metal of approved

quality and from approved quarry including hoisting, lowering

and laying concrete in layers not exceeding 15 cm. (6”) thick to

the required level ramming, watering, curing etc. complete

including cost, conveyance, loading, unloading, royalties of all Cum 106.88 7,104.66 ₹ 7,59,310.75

materials, cost of all labour, sundries, T&P required for the

work including shoring, shuttering and dewatering (if required)

including hire and running charges of water pump required for

the work etc complete in all respect excluding GST as

directed by the Engineer-in-charge.

Providing ,Lifting, Hoisting & Laying Reinforced Cement

Concrete of M-30 Grade in all type of Concrete works( i.e

footing, Plinth Band, Lintels, Chajja, Shelf fins, Roof slabs,

Balconies, Staircase, Column, Beam Parapets, Window sills,

Lofts, Railings etc. ) as per approved designs and drawings

having a minimum compressive strength ( in work test) 30

N/mm2 in 15 cm. cubes at 28 days after mixing and test

conducted in accordance with I.S. 456 and I.S. 516 using

screened & washed sharp river sand for mortar and 10 mm. to

20 mm. size black hard crusher broken granite stone chips of

approved quality from approved quarry, washed and cleaned

to be mixed in concrete mixture with approved quality of

cement including hoisting, lowering, laying and compacting

concrete by using vibrators, watering and curing for 28 days,

including cost of required steel centering and shuttering there

after dismantling and removing the debrises away from the

work site and finishing the exposed surface smooth providing

grooves or beads wherever necessary including cost,

conveyance, loading, unloading,stacking, royalties of all

materials, cost of all labours, scaffolding, sundries, T&P

required for the work etc. complete in all respect but the

excluding cost & conveyance of M.S. rods or Tor Steel and

Binding wires and labour charges for straightening, cutting,

bending etc. of M.S. rods or Tor steel and binding wires and

tying the grills and placing in proper position excluding GST

as directed by the Engineer-in-charge.

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

STORM WATER DRAINAGE WORKS

Schedule Amount Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

(in Rs.) Amount (in Rs.)

6 Providing & fixing Thermo mechanically treated bars (Fe-

500 D) Reinforcement bars of approved make for RCC work

of required diameter & of approved quality including

straightening, cutting, bending, binding, welding , joining (if

necessary), tying the grills, hoisting, lowering and placing in

position as per the approved design & drawings with provision

for fan hooks where required including the cost, conveyance

of reinforcement bars or tor steel and binding wires of 18 to 20

gauge, cost of all labour, loading, unloading, labour cess, Qntl 260.5811 12,153.53 ₹ 31,66,979.16

T&P, etc. required for the work complete for the work in all

heights as per the specification & as direction of Engineer-in-

Charge. (Linear measurements will be taken & quantity will be

calculated on standard weight. Weight of binding wire will not

be considered for measurement. No payment will be made for

overlap, couplings, welded joints spacer bars,stays, hangers

and wastage. Cost of these items shall be deemed to be

included in the rates for reinforcement)

7 Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm.

having crushing strength not less than 75 kg. Per Sqr. Cm. in

cement mortar of mix (1:6) with approved grade cement and

screened & washed sand for mortar after immersing the bricks

for 6 (Six) hours in water before use ,including splays cutting,

circular moulding, corbelling, chamfering and similar such type Cum 72.92 7,335.82 ₹ 5,34,957.63

of works, watering and curing etc. including cost,

coveyance,stacking, loading, unloading, royalties of all

materials ,cost of all labour,scaffolding, sundries and T&P

required for the works complete in all respect as directed by

the Engineer-in-charge.

FINISHING WORKS

8 12 m.m thick cement plaster in cement mortar of mix (1:6)

in all floors at all height using screened & washed sharp

river sand for mortar with approved quality of cement, finished

smooth to the even surface of the brick masonry walls after

racking out the joints properly ,providing grooves wherever

necessary including cost, conveyance, loading, 490.62 231.99 ₹ 1,13,817.95

unloading,stacking, royalties of all Materials, cost of all

Labour, T&P, Sundries , Scaffolding, Watering,

Curing,Rounding of corners etc. required for the work

complete in all respect as directed by the Engineer- in-

9 Neat Cement Punning Sqm 1,028.63 77.79 ₹ 80,020.94

10 Extra for providing and mixing water proofing material in per bag of

cement per bag of plaster work in proportion recommended by 50kg cement

the manufacturers. 14.42 21.50 ₹ 310.18

11 Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer with approved two coats of epoxy

paint using structural steel etc. as required. In gratings,

frames, guard bar, ladder, railings, brackets, gates and similar

12 Providing and fixing factory made precast RCC perforated

drain covers, having concrete of strength not less than M-25,

of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos

longitudinal & 9 nos cross sectional T.M.T. hoop bars, Each 50.00 1,362.20 ₹ 68,110.00

including providing 50 mm dia perforations @ 100 to 125 mm

c/c, including providing edge binding with M.S. flats of size 50

mm x 1.6 mm complete, all as per direction of Engineering-in

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

STORM WATER DRAINAGE WORKS

Schedule Amount Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

(in Rs.) Amount (in Rs.)

Providing and placing in position 100 mm thick factory made

machine batched & machine mixed Precast RCC Rectangular

Covers on drains of footpath of various sizes, of M-25 grade

cement concrete for RCC work, including cost of centering,

shuttering, reinforcement of 8 mm dia. TMT bars of Fe 500

grade @ maximum 100 mm c/c on both ways, neat cement

punning on finished surface, property encased on all edges Sqm 753.00 2,998.82 ₹ 22,58,114.20

with 1.6 mm thick, 100 mm wide MS sheet duly painted over

priming coat, reinforcement to be welded at edges with MS

sheet and providing 2 Nos. 12 mm dia. bar for hooks etc.i/c

cost of cartage, all leads & lift, handling at site etc. all

complete as per direction of Engineer-in-Charge.

TOTAL AMOUNT 1,28,69,471.77

TOTAL AMOUNT 1,28,69,471.77

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

BILL OF QUANTITIES-FENCING WORK

Sl. Schedule Amount (in Non-schedule

Item Description Units Qty Rate (Rs.)

No. Rs.) Amount (in Rs.)

Earth work in excavation of foundation in hard soil or gravelly soil

including dressing of sides and leveling the bed upto the required depth and

depositing the excavated materials away from the work site with intial leads

1.0 and lifts, including shoring, shuttering & dewatering (if required) with cost of all Cum 310.00 333.82 1,03,484.82

Labour, Hire & Running charges of the water pumps, Sundries, T & P required

for the work complete in all respect as directed by the Engineer- in- charge.

Filling in foundation and plinth with excavated materials including watering and

ramming as directed by the Engineering-in -Charge.

Disposal of surplus excavated materials within the area specified &

directed by BDA / EIC (all kinds of soil, boulders, concrete or any other

excavated materials) including all lifts, spreading in layers, breaking clods and

3.0 leveling to disposal ground arranged by the contractor inclusive from the site Cu.m. 81.00 205.08 16,611.80

of excavation to the site of disposition(upto take 10 Km.) etc. complete in all

respect as directed by the Engineer- in- charge.

Providing & laying Plain Cement Concrete (PCC) of proportion (1:3:6) in cum

foundation and floors using 4cm (1½”) size clean hard black crusher broken

granite stone metal of approved quality and from approved quarry including

hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick

4.0 to the required level ramming, watering, curing etc. complete including cost, 8.44 7,104.66 59,945.59

conveyance, loading, unloading, royalties of all materials, cost of all labour,

sundries, T&P required for the work including shoring, shuttering and

dewatering (if required) including hire and running charges of water pump

required for the work etc complete in all respect as directed by the Engineer-

Providing ,Lifting, Hoisting & Laying Reinforced Cement Concrete of M-30

Grade in all type of Concrete works( i.e footing, Plinth Band, Lintels, Chajja,

Shelf fins, Roof slabs, Balconies, Staircase, Column, Beam Parapets, Window

sills, Lofts, Railings etc. ) as per approved designs and drawings having a

minimum compressive strength ( in work test) 30 N/mm2 in 15 cm. cubes at

28 days after mixing and test conducted in accordance with I.S. 456 and I.S.

516 using screened & washed sharp river sand for mortar and 10 mm. to 20

mm. size black hard crusher broken granite stone chips of approved quality

from approved quarry, washed and cleaned to be mixed in concrete mixture

with approved quality of cement including hoisting, lowering, laying and

5.0 compacting concrete by using vibrators, watering and curing for 28 days, -

including cost of required steel centering and shuttering there after

dismantling and removing the debrises away from the work site and finishing

the exposed surface smooth providing grooves or beads wherever necessary

including cost, conveyance, loading, unloading,stacking, royalties of all

materials, cost of all labours, scaffolding, sundries, T&P required for the work

etc. complete in all respect but the excluding cost & conveyance of M.S.

rods or Tor Steel and Binding wires and labour charges for straightening,

cutting, bending etc. of M.S. rods or Tor steel and binding wires and tying the

grills and placing in proper position as directed by the Engineer-in-charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting,

7.0 fixing in position and applying a priming coat of approved steel primer using -

structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar

Providing and fixing G.I. chain link fabric fencing of required width in mesh size Sqm

50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and

washers as required complete as per the direction of Engineer-in-charge.

10.0 Applying priming coat : -

Applying priming coat with ready mixed primer of approved brand and Sqm

manufacture on steel work.

Applying priming coat with ready mixed red lead paint of approved brand and Sqm

manufacture on steel work.-2 coats

Finishing with Epoxy paint (two or more coats) at all locations prepared and

13.0 applied as per manufacturer's specifications including appropriate priming -

coat, preparation of surface, etc. complete.

TOTAL AMOUNT 1,28,46,713.00 -

TOTAL AMOUNT 1,28,46,713.00 -

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

Sl. Schedule Amount Non-schedule

Item Description Units Qty Rate (Rs.)

No. (in Rs.) Amount (in Rs.)

1 Area for Jogging track Sqmt 1,790.21

Rmt for Jogging track Rmt 447.55

Excavation for foundation, plinth beams, rafts, in earth, soil of all types, sand,

gravel, hard murum & existing murum filling, including removing and shifting

the excavated material up to a distance of 1500 metres beyond building area

and lift as specified, and stacking and /or spreading as directed, dewatering by

pump, preparing the bed for the foundation & necessary back filling with

available earth, watering, ramming Including shoring, strutting etc complete as

directed. including royalties as applicable if any.

Supplying and filling in plinth with sand under floors, including watering, Cum

2 ramming, consolidating and dressing complete. 179.02 2,066.47 3,69,940.17

Preparation and consolidation of sub grade with power road roller of 8 to 12 Sqmt

tonne capacity after excavating earth to an average of 22.5 cm depth, dressing

to camber and consolidating with road roller including making good the

undulations etc. and re-rolling the sub grade and disposal of surplus earthwith

lead upto 50 metres.

Providing, laying, spreading and compacting graded stone aggregate (size Cum

range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification

including premixing the material with water at OMC in for all leads & lifts, laying

in uniform layers with mechanical paverfinisher in sub- base / base course on

4 well prepared surface and compacting with vibratory roller of 8 to 10 tonne 268.53 2,828.46 7,59,528.49

capacity to achievethe desired density, complete as per specifications and

directions of Engineer-in-Charge.

5 Supplying and stacking at site.

Supplying, stacking and Spreading 6 mm thick red bajri, watering and

rolling complete including preparation of the surface and rolling.

With road roller/ hand roller- For 100mm thk Sqmt 1,790.21 396.51 7,09,832.23

Providing & laying Plain Cement Concrete (PCC) of proportion (1:3:6) in cum

foundation and floors using 4cm (1½”) size clean hard black crusher broken

granite stone metal of approved quality and from approved quarry including

hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick

to the required level ramming, watering, curing etc. complete including cost,

7 conveyance, loading, unloading, royalties of all materials, cost of all labour, 100.70 7,104.66 7,15,432.58

sundries, T&P required for the work including shoring, shuttering and

dewatering (if required) including hire and running charges of water pump

required for the work etc complete in all respect as directed by the Engineer-in-

Providing and laying at or near ground level factory made kerb stone of M-25 Cum

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

8 not to more than 5 mm), including making drainage opening wherever required 80.56 9,844.71 7,93,082.05

complete etc. as per direction of Engineerin- charge (length of finished kerb

edging shall be measured to calculate volume for payment). (Precast C.C. kerb

stone shall be approved by Engineer-in-charge).

SUB AMOUNT 43,60,282.01

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-l.

Schedule Non-schedule

Sl. No. Item Description Units Qty Rate (Rs.)

Amount (in Rs.) Amount (in Rs.)

Operation & Maintenance works for 5 Years

1 Comprehensive operation and maintenance of completed field of play area

including joggers track, strom water drain, electrical works (internal & external),

fencing work etc. The operation and maintenance work consisting of turf

management, pitch preparation, outfield care, facility operations, Irrigation &

Water Management, equipment servicing sepcially flood light mechanism,

Match-Day Operations & Logistics etc.

Considering total project cost is 22,49,31,539.00

contractor will submit the complete SOP and methodology for carrying out

comprehensive operation and maintenance of the constructed cricket field for

05 years before enteing into the formal agreement with NBCC for approval.

minimum manpower requireemnt for day to day operation and maintenance are

Facility manager- 01 nos (07 years exp.)

Skilled Foreman/Diploma engineer (Electrical)- 01 nos (05 years exp.)

Skilled Foreman/Diploma engineer (Civil/Mech.)- 01 nos (05 years exp.)

Ground staff- 02 nos

For details kindly refer technical specification/SCC for operation and

maintenance scope

1.1 Cost of comprehensive operation and maintenance for 05 years,

commencement from the date of completion of official handing and taking over per month 60 ₹ 6,26,580.00 ₹ 3,75,94,800.00

process with Client/NBCC

Total cost against comprehensive operation and maintenance including

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

BILL OF QUANTITIES-FOP Tank works

SL. No. Schedule Amount Non-schedule

ITEMS DESCRIPTION UNIT QTY Rate

(in Rs.) Amount (in Rs.)

A CIVIL & FINISHES WORK

1 Earth work in excavation of foundation in hard soil or gravelly soil Cum

including dressing of sides and leveling the bed upto the required depth

and depositing the excavated materials away from the work site with intial

leads and lifts, including shoring, shuttering & dewatering (if required) with 562.00 333.82 1,87,607.96

cost of all Labour, Hire & Running charges of the water pumps, Sundries,

T & P required for the work complete in all respect as directed by the

Engineer- in- charge.

2 Extra lift of 1.5m or part there of over the initial lift of 1.5m in hard soil or Cum

6 Filling in foundation and plinth with excavated materials including Cum

watering and ramming as directed by the Engineering-in -Charge.

7 Disposal of surplus excavated materials within the area specified & Cum

directed by BDA / EIC (all kinds of soil, boulders, concrete or any other

excavated materials) including all lifts, spreading in layers, breaking clods

and leveling to disposal ground arranged by the contractor inclusive from 202.50 233.64 47,312.10

the site of excavation to the site of disposition(upto take 10 Km.) etc.

complete in all respect as directed by the Engineer- in- charge.

CONCRETE WORK : -

8 Providing & laying Plain Cement Concrete (PCC) of proportion (1:3:6) in Cum

foundation and floors using 4cm (1½”) size clean hard black crusher

broken granite stone metal of approved quality and from approved quarry

including hoisting, lowering and laying concrete in layers not exceeding 15

cm. (6”) thick to the required level ramming, watering, curing etc. complete

including cost, conveyance, loading, unloading, royalties of all materials, 5.00 7,104.66 35,523.31

cost of all labour, sundries, T&P required for the work including shoring,

shuttering and dewatering (if required) including hire and running charges

of water pump required for the work etc complete in all respect as

directed by the Engineer-in-charge.

Providing ,Lifting, Hoisting & Laying Reinforced Cement Concrete of M-30

Grade in all type of Concrete works( i.e footing, Plinth Band, Lintels,

Chajja, Shelf fins, Roof slabs, Balconies, Staircase, Column, Beam

Parapets, Window sills, Lofts, Railings etc. ) as per approved designs

and drawings having a minimum compressive strength ( in work test) 30

N/mm2 in 15 cm. cubes at 28 days after mixing and test conducted in

accordance with I.S. 456 and I.S. 516 using screened & washed sharp

river sand for mortar and 10 mm. to 20 mm. size black hard crusher

broken granite stone chips of approved quality from approved quarry,

washed and cleaned to be mixed in concrete mixture with approved

quality of cement including hoisting, lowering, laying and compacting

concrete by using vibrators, watering and curing for 28 days, including -

cost of required steel centering and shuttering there after dismantling

and removing the debrises away from the work site and finishing the

exposed surface smooth providing grooves or beads wherever necessary

including cost, conveyance, loading, unloading,stacking, royalties of all

materials, cost of all labours, scaffolding, sundries, T&P required for the

work etc. complete in all respect but the excluding cost & conveyance

of M.S. rods or Tor Steel and Binding wires and labour charges for

straightening, cutting, bending etc. of M.S. rods or Tor steel and binding

wires and tying the grills and placing in proper position as directed by the

Engineer-in-charge.

All works above plinth level upto floor V level -

Digitally signed by JAYA

Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play), Phase-I

BILL OF QUANTITIES-FOP Tank works

SL. No. Schedule Amount Non-schedule

ITEMS DESCRIPTION UNIT QTY Rate

(in Rs.) Amount (in Rs.)

12 Providing & fixing Thermo mechanically treated bars (Fe-500 D)

Reinforcement bars of approved make for RCC work of required diameter

& of approved quality including straightening, cutting, bending, binding,

welding , joining (if necessary), tying the grills, hoisting, lowering and

placing in position as per the approved design & drawings with provision

for fan hooks where required including the cost, conveyance of

reinforcement bars or tor steel and binding wires of 18 to 20 gauge, cost

of all labour, loading, unloading, labour cess, T&P, etc. required for the Qntl 128.54 12,153.53 15,62,214.49

work complete for the work in all heights as per the specification & as

direction of Engineer-in-Charge. (Linear measurements will be taken &

quantity will be calculated on standard weight. Weight of binding wire will

not be considered for measurement. No payment will be made for overlap,

couplings, welded joints spacer bars,stays, hangers and wastage. Cost of

these items shall be deemed to be included in the rates for reinforcement)

WATERPROOFING WORK -

DSR Providing and laying integral cement based treatment for water proofing

22.1.1 on horizontal surface at all depth below ground level for under ground

structures as directed by Engineer-in-Charge and consisting of :

(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone

slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse

sand) mixed with water proofing compound conforming to IS:2645 in the

recommended proportion over the leveling course (leveling course to be

paid separately). Joints sealed and grouted with cement slurry mixed with -

water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand)

mixed with water proofing compound in recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size

spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

22.1.1 Using rough kota stone. sqm

22.2.1 Providing and laying integral cement based treatment for water proofing sqm

on the vertical surface by fixing specified stone slab 22 mm to 25 mm

thick with cement slurry mixed with water proofing compound conforming

to IS:2645 in recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the gaps with

neat cement slurry mixed with 395.85 2,389.15 9,45,743.44

water proofing compound and finishing the exterior of stone slab with

cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat

cement punning mixed with water proofing compound in recommended

proportion complete at all levels and as directed by Engineer-in-charge :

Using rough Kota stone

TOTAL AMOUNT 47,96,518.87

TOTAL AMOUNT 47,96,518.87

Digitally signed by JAYA