2874_04-Vol-4_Price-Bid 4.pdf

7/23/2019 2874_04-Vol-4_Price-Bid 4.pdf

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TENDER DOCUMENT

TENDER No.: BHI/PI(S)/665/1077

FOR

Tender for Civil Construction & Architectural / Finishingworks for Pump Houses(PH-1,2,3 & 4) for Augmentation ofRaw Material Receipt and Handling Facilities for New OHP,Part-B (Package No.-061), for Bhilai Steel Plant atChhattisgarh.

VOLUME – IV

(Price Bid)

ENGINEERING PROJECTS (INDIA) LIMITED

(A GOVT. OF INDIA ENTERPRISE)

B- 32, Phase-IISurya Vihar,

Bhilai - 490020

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Amount (Rs.)

in figure in word

A CIVIL WORKS

1 EARTH WORK

1.1

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5m in width as well as 10 sqm

on plan) inc luding disposal of excavated earth, lead upto

100m and lif t upto 3.5m, disposed earth to be levelled and

neatly dressed. (including quantities of works executed in or

under water, pumping out water as required)

All kinds of soil cum 5000

1.2Extra for every addit ional l if t of 1 .5m or part thereof in al l

kinds of soil.cum 850

1.3

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm

in depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m.

cum 1250

1.4 Disposal/ Carriage of earth / slag beyond 100m cum

Lead upto 1km 350

Lead upto 2km 600

Lead upto 3km 1150

Lead upto 4km 1125

Lead upto 5km 525

TOTAL FOR EARTH WORK

2 CONCRETE WORK

2.1

Providing and laying in position cement concrete of specified

grade excluding the cost of centring and shuttering - Al l

work upto plinth level :

2.1.11:3:6 (1 Cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size).- M10 gradecum 185

BOQ for Civil Construction & Architectural / Finishing works for Pump Houses (PH-1, 2 , 3 & 4) for New OHP (Pkg-061).

DESCRIPTIONSL. NO. UNIT QUANTITYRate (Rs.)

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in figure in wordDESCRIPTIONSL. NO. UNIT QUANTITY

Rate (Rs.)

2.1.2 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate

40 mm nominal size) - M5 grade cum 25

2.2

Providing and laying damp-proof course 40mm thick with

cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3

stone chips 12mm down graded) with water proofing

compound as per manufacturer specification.

sqm 50

2.3

Making plinth protection 100mm thick of cement concrete

1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate

20 mm nominal size) over 100mm bed by dry brick ballast

40mm nominal size well rammed and consolidated and

grouted with fine sand including finishing the top smooth

with 15mm thk cement mortar CM 1:4.

sqm 100

2.4

Supplying and spreading 250mm thick boulder soling in floor

sub-grade, filling voids with sand, ramming, compacting to the

specified levels all complete as per drawings and

specifications.

cum 450

TOTAL FOR CONCRETE WORK

3 REINFORCED CEMENT CONCRETE

3.1

Providing and laying in position specified grade of reinforced

cement concrete excluding the cost of centring, shuttering,

finishing and reinforcement (Rate is inclusive of cost of

admixtures, if used, and all relevant testing charges of

materials) - All work upto plinth level :

3.1.1 M20 grade concrete cum 200

3.1.2 M25 grade concrete cum 425

3.2



finishing and reinforcement inclusive of cost of admixtures, if

used and all relevant testing charges of materials - Upto floor

five level :

3.2.1 M25 grade cocrete cum 350

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3.3



finishing and reinforcement inclusive of cost of admixtures, if

used and all relevant testing charges of materials - Upto floor

five level :

3.3.1 M30 grade cocrete cum 475

3.4 Centering and shuttering including strutting, propping etc. and

removal of form for :

3.4.1 Foundations, footings, columns etc. sqm 2000

3.4.2 Lintels, beams, plinth beams, girders, bressumers and

cantilevers. sqm 1150

3.4.3 Weather shade, Chajjas, corbels etc., including edges. sqm 50

3.4.4 Walls (any thickness) including attached pilasters, buttresses,

plinth and string courses etc. sqm 3075

3.4.5 Suspended floor, roofs, slab, balconies,access platforms sqm 2450

3.5

Steel Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level.

3.5.1 Thermo-Mechanically Treated bars Fe 500. kg 78000

3.6

Steel Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

above plinth level.

3.6.1 Thermo-Mechanically Treated bars Fe 500. kg 100000

3.7

Providing precast cement concrete cover 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 6mm nominal size)

reinforced with 8 mm dia reinforcement including centring and

shuttering, roughening cleaning, fixing and finishing in cement

mortar 1:3 (1 cement :3 fine sand) etc. complete excluding

plastering of the jambs, sills and soffits.

3.7.1 50mm thick sqm 20

TOTAL FOR REINFORCED CEMENT CONCRETE

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4 BRICK WORK

4.1

Brick work with modular fly ash lime bricks (FALG Bricks)

conforming to IS:12894-2002, class designation 10 average

compressive strength in foundation upto plinth level in :

4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 50

4.2

Brick work with modular fly ash lime bricks (FALG Bricks)

conforming to IS:12894-2002, class designation 10 average

compressive strength in super structure above plinth level

upto floor V level in :4.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 500

4.3

Half brick work with modular fly ash lime gypsum bricks

(FALG Bricks) class designation 10, conforming to IS:12894

in super structure above plinth level upto floor V level in :

4.3.1 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 25

4.4

Extra for providing and placing in position 2 Nos. 8mm dia.

M.S. bars at every third course of half brick masonry (with

F.P.S. bricks).

sqm 25

TOTAL FOR BRICK WORK

5 DOOR & WINDOW WORK

5.1

Providing and fixing factory made door frame (single rebate)made out of single piece extruded solid PVC foam profile with

homogenous fine cellular structure having smooth outer

integral skin having 62mm width & 32mm thickness, frame

will be mitred & jointed with self driven self tapping screws of

size 38mm X 4 mm & PVC solvent cement, including fixing

the frame to wall with suitable dia & length anchor fastener as

per manufacturer's specification and direction of Engineer-in-

charge.

metre 25

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5.2

Providing and fixing 30 mm thick door shutter made of solid

PVC foam profile. The styles & rails shall be size 75 mm x 30

mm having wall thickness 5 mm. the styles, top & bottom rails

shall have one side wall thickness of 15 mm integrally

extruded on the hinge side of the profile for better screw

holding power. the styles and rails shall bereinforced with MS

tubes of size 33 mm x 17 mm x 1mm, painted with primer, all

four corners of reinforcement to be welded or sealded. Solid

PVC extruded bidding (push fit type) will be set inside the

styles and the rails with a cavity, to receive single piece

extruded 5 mm PVC sheet as panel. The styles and rails will

be mitred cut and

joint with the help of PVC solvent cement & self driven self

tapping screws. Single piece extruded solid PVC lock rail of

size 100 mm x 30 mm with wall thickness 5 mm & 15 mm

integrally extruded in the middle of the lock rail & fixed with

styles with the help of PVC solvent cement & self driven self

tapping screws of size 100 mm x 8 mm complete as per

manufacturer's specifications and direction of Engineer-in-

charge.

5.2.1 Non decorative finish sqm 8

5.2.1.1 Providing and fixing MS Double leaf flush door as per

approved drawings and specification sqm 12

5.2.1.2 Providing and fixing MS Single leaf flush door as per

approved drawings and specification sqm 37

5.2.1.3

Providing and fixing MS window with Glass as per approved

drawings and specification. sqm 22

5.30

Providing and fixing bright finished brass 100 mm mortice

latch and lock with 6 levers and a pair of lever handles with

necessary screws etc. complete (best make of approved

quality).

each 20

TOTAL FOR DOORS & WINDOWS

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6 STEEL WORK

6.1

Steel work welded in built up sections/ framed work including

cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel

etc. as required.

6.1.1 In gratings, frames, guard bar, cage ladder, railings, brackets,

gates and similar works.kg 12500

6.2

Providing and fixing MS Pipe railing 40 mm dia made of

hollow tubes, channels, plates etc, including welding,

grinding, buffing, polishing and making curvature (wherever required) as per approval of Engineer-in-charge including

painting with acyrlic enamal paint etc .

kg 1050

TOTAL FOR STEEL WORK

7 FLOORING

7.1

Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water

absorption’s less than 0.08% and conforming to IS : 15622 of

approved make in all colours and shades, laid on 20mm thick

cement mortar 1:4 (1 cement: 4 coarse sand) including

grouting the joints with white cement and matching pigments

etc., complete.

7.1.1 Size of Tile 600x600 mm sqm 150

7.2

Kota stone slabs 20 mm thick in risers of steps, skirting,dado

and pillars laid on 12 mm (average) thick cement mortar 1:3

(1 cement : 3 coarse sand) and jointed with grey cement

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

including rubbing and polishing complete.

sqm 75

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7.3

Providing and fixing 1st quality ceramic glazed wall tiles

conforming to IS : 15622 (thickness to be specified by the

manufacture of approved make in all colours, shades except

burgundy, bottle green, black of any size as approved by

Engineer-in-Charge in skirting, risers of steps and dados over

12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse

sand) and jointing with grey cement slurry @ 3.3kg per sqm

including pointing in white cement mixed with pigment of

matching shade complete.

sqm 75

7.4

Providing and laying Ceramic glazed Anti skid floor tiles300x300 mm (thickness to be specified by the manufacturer)

of 1st quality conforming to IS : 15622 of approved make in

colours such as White, Ivory, Grey, Fume Red, Brown laid on

20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand)

including pointing the joints with white cement and matching

pigment etc., complete.

sqm 24

7.5

40 mm thick cement concrete flooring with concrete hardener

topping, under layer 28 mm thick cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) and top layer 12 mm thick cement hardener

consisting of mix 1 : 2 ( 1 cement hardener : 2 graded stone 6

mm nominal size) by volume, hardening compound mix @2

litre per 50 kg of cment as per manufacterer's specifications.

This includes cost of cement slurry, but excluding the cost of

nosing of steps etc. concrete.

sqm 200

7.6

Cement plaster skirting ( upto 30 cm height) with cement

mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating

coat of neat cement

7.6.1 18 mm thick sqm 20

TOTAL FOR FLOORING

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8 WATER PROOFING

8.1

Providing and laying screed cement concrte 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20mm nominal

size) over water proofing material, laid to slope 1:100 (min.25

mm to max.100mm thick) at all heights including, finishing,

curing, tamping etc. all complete as per drawings and

specifications. ( Item of applying water proofing material shall

be paid for separately).

cum 45

8.2

Providing and laying in situ two course water proofing

treatment with acrylic polymer modified cementacious slurry

coatings 2 coats with fibreglass cloth in between covered with

protective screed concrete 1:2:4 in 1:100 slope as per

manufacturers specification, drawings and approved by

Engineer-in-charge. ( Item of screed cement concrete shall be

paid for separately).

sqm 800

8.3

Providing and applying ARMOURCRETE, waterproof coating

(Thickness Minimum 2.0 mm) with one coat of Acrylic

modified cementitious slurry coat as per Manufacturer's

specification complete.

sqm 90

TOTAL FOR WATER PROOFING

9 ROOFING

9.1

Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate of 20 mm nominal size) over

P.V.C. sheet 1mx1mx400micron, finished with 12mm cementplaster 1:3 (1 cement : 3 coarse sand) and a coat of neat

cement rounding the edge sand making and finishing the

outlet complete.

each 50

9.2

Providing and fixing on wall face unplasticised Rigid PVC rain

water pipes conforming to IS : 13592 Type A including jointing

with seal ring conforming to IS : 5382 leaving 10 mm gap for

thermal expansion.(i) Single socketed pipes.

9.2.1 110 mm diameter metre 300

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9.3

Providing and fixing Unplasticised PVC pipe clips of approved

design to Unplasticised PVC rain water pipes by means of 50

x 50 x 50 mm hard wood plugs, screwed with M.S. screws of

required length inc luding cutting brick work and fix ing in

cement mortar 1:4 (1 cement : 4 coarse sand) and making

good the wall etc. complete.

9.3.1 110 mm each 200

9.4

Providing and fixing on wall face unplasticised - PVC

moulded fittings / accessories for unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A including

jointing with seal ring conforming to IS : 5382 leaving 10 mm

gap for thermal expansion.

9.4.1 Coupler

9.4.1.1 110 mm each 40

9.4.2 Bend 87.5°

9.4.2.1 110 mm bend each 20

9.4.3 Shoe (Plain)

9.4.3.1 110 mm Shoe each 20

9.5

Providing and fixing to the inlet mouth of rain water pipe cast

iron grating 15 cm diameter and weighing not less than 440

grams.

each 20

TOTAL FOR ROOFING

10 FINISHING

10.1 12 mm cement plaster of mix : (internal)

1:6 (1 cement : 6 fine sand) sqm 2300

10.2 15 mm cement plaster of mix : (external)


10.3 6 mm cement plaster of mix :(ceiling)


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10.4

Providing and applying plaster of paris putty of 2 mm

thickness over plastered surface to prepare the surface even

and smooth complete.

sqm 3550

10.5

Providing and applying plastic emulsion paint on internal wall

of approved manufacture, of required shade and colour

complete, as per manufacturer's specifications.

10.5.1 Two or more coats on new work sqm 1250

10.6

Distempering with 1st class acrylic distemper (ready mixed) of

approved manufacturer,of required shade and colour

complete,as per manufacturer's specification

10.6.1 Two or more coats on new work sqm 3550

10.7 Finishing walls with Acrylic Smooth exterior paint of required

shade :

10.7.1

New work (Two or more coat applied @ 1.67 ltr/10 sqm over

and including priming coat of exterior primer applied @ 2.20

kg/10 sqm).

sqm 1000

10.8 Providing 25 wide and 10 mm deep grooves in outside plaster metre 240

TOTAL FOR FINISHING

B SANITARY AND PLUMBING WORKS

11 SANITARY INSTALLATION

11.1

Providing and fixing water closet squatting pan (Indian type

W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low

level white P.V.C. flushing cistern with manually controlled

device (handle lever) conforming to IS:7231, with all fittings

and fixtures complete including cutting and making good the

walls and floors wherever required :

11.1.1 White Vitreous china Orissa pattern W.C. pan of size

580x440mm with integral type foot rests. each 4

11.2

Providing and fixing wash basin with C.I. brackets, 15 mm

C.P. brass pillar taps, 32 mm C.P. brass waste of standard

pattern, including painting of fittings and brackets, cutting

and making good the walls / counter slab wherever required :

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11.2.1 White Vitreous China Flat back wash basin size 550x400 mm

with single 15 mm C.P. brass pillar tap. each 4

11.3 Providing and fixing C.P.Brass bottle trap of approved quality

and manufacture as per direction of Engineer -in-charge. each 8

11.4 Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings complete.

11.4.1 Flexible pipe

11.4.1.1 32 mm dia each 8

11.5

Providing and fixing 600x450 mm bevelled edge mirror of

superior glass (of approved quality) complete with 6 mm thick

hard board ground fixed to wooden cleats with C.P. brass

screws and washers complete.

each 4

11.6

Constructing RCC septic tank size of 3.5x3.5x1.65m deep

including free board with R.C.C. M-25, PCC foundation

concrete M-10, inside plastering 12mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating

coat of neat cement and making slope channels in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) finished with a floating coat of

neat cement complete providing RCC partition walls, vent

pipes, inlet, outlet and tees connection to sewer line and soak

pit as per standard design, specifications and drawings.

each 4

11.7

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45

cm dry brick honey comb shaft with bricks and S.W. drain

pipe 100 mm diameter, 1.8 m long complete as per standard

design.

11.7.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5. each 4

TOTAL FOR SANITARY INSTALLATION

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12 WATER SUPPLY

12.1

Providing and fixing Polyethelene-Aluminium-Polyethelene

(PE-AL-PE) Composite Pressure Pipes conforming to IS -

15450-2004 U.V. stabilized with carbon black having thermal

stability for hot & cold water supply, capable to withstand

temperature up to 80o C including all special fittings of

composite material (engineering plastic blend and brass

inserts wherever required) e.g. elbows, tees, reducers,

couplers & connectors etc. with clamps at 1.00 metre

spacing. This includes testing of joints complete as per

direction of the Engineer in charge.12.1.1 External work - Exposed on wall

12.1.1.1 2025 (25 mm OD) pipe metre 140

12.1.1.2 3240 (40 mm OD) pipe metre 20

12.1.1.3 2532 (32 mm OD) pipe metre 12

12.1.1.4 1620 (20 mm OD) pipe metre 12

12.2




stability for hot & cold water supply, capable to withstand


composite material (engineering plastic blend and brass


couplers & connectors etc. with clamps at 1.00 metre

spacing. This includes the costs of cutting chases and

including testing of joints complete as per direction of the

Engineer in charge.

12.2.1 Concealed work including cutting chases and making good

the wall etc.,- Internal wall

12.2.1.1 1216 (16 mm OD) pipe metre 144

12.2.1.2 1620 (20 mm OD) pipe metre 60

12.2.1.3 2025 (25 mm OD) pipe metre 16

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12.3




stabil ity for hot & cold water supply, capable to withstand


composite material (engineering plast ic blend and brass


couplers & connectors etc. with trenching, refilling and testing

of joints complete as per direction of the Engineer in charge.

12.3.1 External work below ground level

12.3.1.1 2025 (25 mm OD) pipe metre 24

12.3.1.2 2532 (32 mm OD) pipe metre 8

12.4

Providing and Fixing G.I pipes complete with G.I Fittings and

clamps, including cut ting and making good the wal l e tc

External work as per drawing and specification

25 to 40 mm nominal bore meter 30

12.5

Making connection of G.I. distribution branch with G.I. main of

following sizes by providing and fixing tee, including cutting

and threading the pipe etc. complete:

25 to 40 mm nominal bore each 8

12.6 Providing and fixing brass bib cock of approved quality

12.6.1 15 mm nominal bore each 28

12.7 Providing and fixing brass stock cock of approved quality


12.8Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) :


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12.9

Constructing masonry Chamber 60x60x75 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for

sluice valve, with C.I. surface box 100mm. top diameter, 160

mm bottom diameter and 180 mm deep ( inside) with chained

lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4

graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine

sand : 10 graded stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick finished with a floating coat of neat cement

complete as per standard design :

12.9.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5. each 4

12.1

Providing and fixing G.I. Union in G.I. pipe including cutting

and threading the pipe and making long screws etc. complete

(New work)





12.11

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank ISI : 12701 marked with

cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank.

per litre 20000

12.12

Cutting holes up to 15x15cm in R.C.C. floors and roofs for

passing drain pipe etc. and repairing the hole after insertion

of drain pipe etc. with cement concrete 1:2:4 (1 cement :2

coarse sand : 4 graded stone aggregate 20 mm nominal size)

including finishing complete so as to make it leak proof.

each 28

12.13

Providing and fixing brass ball cock of approved quality,

colour and make complete with epoxy coated aluminium rod

with L.P / M.P.H.D plastic ball.

12.13.1 25mm nominal bore each 8

TOTAL FOR WATER SUPPLY

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Amount (Rs.)


Rate (Rs.)

13 MISC.WORKS

13.1Providing and applying two coats of bitumen paint of

approved quality on RCC surfaces complete as directed.sqm 1725

13.2Providing and fixing pockets (75mm X75mm X 150mm) in

columns, beams etc. complete as per drawings.Each 220

13.3

Supply and fixing in position MS inserts of approved

manufacturer in walls / floors etc. complete as per drawings

and specification.

MT 9.0

13.4

Supply and fixing in position threaded H.D. Bolts including

nuts, washers, anchor plates etc. in columns/beams,providing templates & tying/welding with reinforcement,

adjustment of shuttering & reinforcement, if required, greasing

exposed metal surfaces, covering bolts with jute cloth etc. all

complete.

MT 4.5

13.5Providing & fixing chequered plates of required size as per

instruction of EIC.MT 4.5

13.6Providing & fixing Rolling shutter of 3.0x3.5m size as per

instruction of EIC.Nos 8

13.7 Providing & fixing of 16 dia G.I Rungs as shown in drawing Nos 480

13.8

Providing & fixing of 200 dia MS pipe,600 mm length

including encasing of these pipes with PCC M20 inside cable

trench as per approved drawing.

Nos 64

TOTAL FOR MISC. WORKS

GRAND TOTAL =

Note: Facilities to be provided by the party for exclusive use by EPI as per clause no. 23 of Additional condition of contract (ACC) shall be

included in the quoted price.

Signature of Bidder

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Name of work:

LOI No : Bill Period

Contractor: Bill No -

BOQ ITEMS

Unit Previous Bill Previous Bill Cumm Amount

RemarksCumm Qty

Rate (Rs) This Bill

ABSTRACT SHEET

This Bill

Quantity Amount (Rs.)Item

NODescription of Item

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Address:-

Bill No.:-

Bill Date :-

VAT TIN No. (Chhattisgarh) :

CST TIN No. (Chhattisgarh) :

Serv. Tax No.(Chhattisgarh):PAN No. :

To,

M/s. Engineering Projects India Ltd.

(A Govt. of India Enterprise)

Bhilai Steel Plant

Bhilai - 490001 (C.G.)

Tin No.

Sr. No. Current Bill Up to Previous Bill Total Bill

Supply Cost VATTotal Supply

Value

VAT @ of

VAT @ of

[A+ B]

For………………………………

5) Other Deduction

B]

Value of Supply items

Balance Receivable

Gross Total

Less :- Deduction

1) Mobilisation Advance

2) Security Deposit

3) W.C.T.

4) L.T.D.S.

Net Cost of Labour Value is Rs…

Add:- Service Tax @

Education Cess @

Higher Education Cess @

Particular

Gross bill Value

Cost of civil Work as per Annexure Attached

A]

Value of Labour services is ….% of Gross Billing Amount

Tax Invoice

Contract no. Dated

Name of Work

Documents

2874_04-Vol-4_Price-Bid 4.pdf