Prr o occeessssiinngg doff oOOiillyy SSlluudggee forr ... · Mix 1:3:6 (1 cement : 3 coarse sand :...

Balmer Lawrie & Co Ltd

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PPAARRTT –– IIII ((PPRRIICCEEDD PPAARRTT))

Refinery Oil Field Services IOCL-Digboi Refinery

Sl No. Description Qty. UnitRate

(Rs.)

Amount

(Rs.)

ACIVIL WORK (Please refer enclosed drawing no. ROFS/2K16/08/02/1 &

ROFS/2K16/08/02/2)

1.0 Earthwork

1.1

Earthwork in excavation in all types of soil in

foundation, trenches, drain, etc. up to a depth of

1.5 M from ground level, grade, dressing and

providing necessary slope etc. complete as per

specification and directions of Engineer-in-

Charge both dry and wet conditions including

dewatering, slush removal, shoring etc.

complete, stacking of good excavated material

and reused for back filling in foundation,

trenches, plinth and under floors etc.with

excavated soil in layers not exceeding 200mm in

depth with selected excavated materials,

watering, compacting and dressing the top

surface to correct grade and level, all materials

and labour complete and stackup within a lead

of 100m or disposal of unused earth at

contractor's place as directed by the Engineer in

Charge.

(a)Excavation in all types of soil including soft rock

as per specification10.0 Cum

1.2

Earthwork in filling in site development work etc.

with good excavated earth or borrowed earth

from contractor's place filling in layers watering,

compacting with mechanical compactor, rolling

with 8T/10T rollers and dressing the top surface

to correct grade, level and slope, all materials,

labour, transport, complete etc.

15.0 Cum

Civil, Piping, Electrical & allied work for Processing of Oily Sludge for Recovery of Oil

& Treatment of 13000 M3 Oily Sludge at Indian Oil Corporation Limited, Digboi Refinery, Assam

Price Schedule

Tender No. : ROFS/2K16/08/ENQ/02

1 of 14 Signature and Stamp of Bidder

rofs.marketing

Typewritten text

Revised



(Rs.)

Amount

(Rs.)

2.0 PLAIN & REINFORCED CONCRETE

2.1

Providing, mixing, compacting laying in position

and curing ordinary lean concrete at all depths

below foundations, rafts, pavement, floor etc.

including shuttering complete as per

specifications and as directed by Engineer-in-

Charge

(a)Mix 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20mm nominal maximum size)17.0 Cum

2.2

Providing, machine mixing, placing, compacting

and curing nominal mix concrete in foundation,

grade slab, pedestal, Lintel, Chajja and other

structure including forming pockets for fixing

bolts, providing grooves, holes etc. for all levels

above and below ground level with all materials

and labour as per specification and as directed

by Engineer-in-Charge

(a)1:1.5:3 mix with 20mm & down stone

aggregates3.0 Cum

2.3

Providing, bending, binding and laying in

position, reinforcement as per drawings at all

elevations including removal of scales, dust,

grease etc. and rendering of surface, placing

concrete cover blocks, chair supports etc.

complete with preparation of bar bending

schedules and obtaining approval for the same.

(a)Ribbed Tor steel or equivalent HYSD bar of Fe

415 / Fe 500 grade of approved make.320.0 kg

2.4

Providing, erecting and removing formwork of

approved quality at all elevations for concrete

work including shuttering, propping, removal of

formwork and rendering of surface as per

specification




(Rs.)

Amount

(Rs.)

(a) Ordinary formwork 20.0 Sqm

2.5

Providing, fabricating and installation complete,

true to line and level, in cement concrete or

masonry, misc. mild steel inserts, lugs for gate

column etc. The outer faces of inserts to be

made clean to the satisfaction of the Engineer.

Applying two coats of synthetic enamel paint

over one coat of approved primer on exposed

surface.

20.0 kg

2.6

Providing and laying HDPE sheet of thickness

not less than 2mm, inside the existing

underground tank bottom and wall, with

necessary lapping on all sides with all materials

and labour as per the satisfaction of the

Engineer. (Measurement shall be made on basis

of covered area).

300.0 Sqm

3.0 Masanory Work

3.1

Providing & laying in position picked jhama 2nd

class clay brick soling under foundation or

paving including ramming and dressing bed to

proper level and filling interstices with 1:6

cement sand mortar with all materials and labour

complete as per drawing and specification and

as directed by the Engineer-in-Charge




(Rs.)

Amount

(Rs.)

(a) Brick Flat Soling 16.0 Sqm

(b) Brick on edge Soling 40.0 Sqm

3.2

Supplying and laying in position brick work, one

brick thick or more with locally available

approved quality brick below and above ground

level in cement sand mortar (1:6) including

necessary scaffolding, mixing mortar, laying

bricks, raking out joints, curing etc. with all

materials and labour complete as per drawing

and specification

12.0 Cum

4.0 Finishing & Painting

4.1

Providing, mixing and laying cement-sand

plaster to masonry and concrete surfaces at all

elevations including curing and necessary

scaffolding, making grooves, drip molds etc. and

with all material & labour complete as per

specification and as per direction of Engineer-in-

charge

(a)Min. 15mm thick 1:6 cement-sand mortar (1

cement : 6 coarse sand) for interior wall24.0 Sqm

4.2

Providing and applying two(2) or more coats of

lime washing white/ colour to give an even

shade over interior wall surface at all elevations,

including preparation of surface, scaffolding etc

and with all materilala and labour complete as

per specification and direction of Engineer-in-

Charge

24.0 Sqm

5.0

SANITARY FITTINGS, WATER SUPPLY AND

DRAINAGE (Please

refer enclosed drawing no. ROFS/2K16/08/02/1 &

ROFS/2K16/08/02/2)




(Rs.)

Amount

(Rs.)

5.1

Providing & fixing Unplasticized Polyvinyl

Chloride (UPVC) pipes for water supply

including all UPVC plain and brass threaded

fittings including fixing of pipes with clamps at

one metre spacing. This includes jointing the

pipes, fittings and testing the joints complete as

per direction of Engineer-in-Charge

(a) 15 NB Pipe 20.0 RM

(b) 20 NB Pipe 50.0 RM

5.2

Providing and fixing PVC stop cock with all

materials and labour complete as per

specification and instruction of Engineer-in-

Charge

(a) 15 mm NB 2.0 No

5.3

Providing and fixing PVC bib cock with all

materials and labour complete as per

specification and instruction of Engineer-in-

Charge

(a) 15 mm NB 2.0 No

5.4

Providing, & installing, fixing PVC rectangular

water tanks of Sintex or equivalent make

including all required fittings like ball valve, GI

overflow with mosquito proof coupling, GI inlet

and outlet connection with necessary supports

with concrete and steel etc. complete. Moulded

PVC tank shall be of following capacities

complete as per specification and instruction of

Engineer-in-Charge

(a) 500 ltr capacity 2.0 No




(Rs.)

Amount

(Rs.)

5.5

Providing and constructing following size

inspection chambers with 250mm thick brick

masonry in 1:4 cement mortar, excavation,

100mm thick PCC 1:3:6 bed, Av. 12mm thk.

plastering (1:4) with neat cement finish, 450 dia.

medium duty PVC manhole cover with frame

etc. complete.

(a)600 x 600 mm (Internal dimensions) upto 750

mm depth2.0 No

5.6

Construction of septic tank as per approved

drawing with brick masonry chambers covered

with RCC slab including suppling, fitting and

fixing of all necessary connection of inlet, outlet

with 100mm dia. Stoneware tees, CI foot rest ,

100mm dia. PVC vent pipe with Cone Cowl cap

etc.complete with earthwork in excavating earth

in all shots of soil, shoring, bailing and pumping

out water as necessary, ramming, dressing the

bed and backfilling the sides of the tank with

earth, removing spoils, filling up the chamber

with clear water, removing foreign materials

from the chamber backfilling, bailing out water

and clearing of site complete in all respect as

directed by Engineer-in-Charge.

(a)

10 users of internal size 900mm wide x 2000mm

long x 1000mm liquid depth and 300mm free

board with i) 250mm thk. Brick peripheral wall in

cement mortar (1:4). ii) 150mm thick PCC

(1:3:6) bed over 75mm thick brick flat soling. iii)

100mm thk. RCC top slab with necessary

reinforcement upto 1% and shuttering. including

1 no. embedded 450mm dia. medium duty PVC

manhole cover with frame iv) Av. 19mm thk.

cement plaster (1:4) with neat cement finish.

1.0 No




(Rs.)

Amount

(Rs.)

5.7Construction of circular soak well of 1.00 metre

inside dia. x 2.5 metre deep1.0 No

5.8

Supply, fabrication, erection, alignment and

fixing in position, true to line and level, structural

MS pipe of 50NB (Med) for roof purlin, tank

supports etc, to be laid over brick wall including

splicing, cutting, bending, drilling, welding,

riveting, bolting etc., with all tools and tackles,

plant and machinery as per drawing and

specification with two (2) coats of synthetic

enamel paint over one (1) coat of red oxide zinc

chromate primer. The purlin to be fixed with

brick/pcc by MS clamps and get it welded.

120.0 RM

5.9

Providing and fixing 0.63mm thick galvanised

corrugated roof sheet, drilling holes, fixed with

GI 8mm dia crank bolts and 6mm dia sheeting

bolt, square nuts, GI round washer,

diamond/limpet washer and bitumen washer

including all fittings, fixture, ridges piece etc.

complete with all materials and labour.

Measurement shall be done on the basis of

covered area in plan.

80.0 Sqm




(Rs.)

Amount

(Rs.)

5.10

Preparation of sub-grade maintaining proper

gradient camber / cross falls, dressing, watering

/ drying (as required) consolidating / compacting

using 10-12T capacity roller with static rolling as

appropriate as per specifications and / or

directions of the Engineer-in-Charge. The rate

also includes cost of box cutting upto 250mm if

necessary .

40.0 Sqm

5.11

Providing and laying 230mm nominal thick

boulder/ stone soling for road with graded

material and binders including transportation,

breaking, laying in regular lines and levels, filling

in the interstices with stone chips, coarse

murrum, compacting with mechanical reamers

or with manual tamping only where mechanical

reamers cannot be used, watered, consolidated

and rolling with 8T/10T roller as specified and

dressing the top surface to correct grade , level

and slope. All material and labour complete and

as directed by the Engineer-in-Charge.

40.0 Sqm

Total of A

BPIPING WORK (Please refer enclosed drawing no. ROFS/2K16/08/02/1 &

ROFS/2K16/08/02/2)

1.0

Supply of various diameter carbon steel Gate

Valves falnged end to ANSI B 16.5 of reputed

make as per following

1.1 Gate Valve 4" NB 16.0 No

1.2 Gate Valve 2" NB 30.0 No

2.0

Supply of various diameter carbon steel Gate

Valves Screwed end of reputed make as per

following




(Rs.)

Amount

(Rs.)

2.1 Gate Valve 1" NB 6.0

2.2 Gate Valve 1/2" NB 10.0

3.0Supply of 4" NB carbon steel Non Return Valves

falnged end to ANSI B 16.5 of reputed make 1.0

4.0Supply of various diameter carbon steel pipes

and fittings as per following :

4.1CS Pipes as per IS 1239 Medium BE nominl

diameter 4 "246.0 RM


diameter 3 "12.0 RM


diameter 2 "246.0 RM

4.4CS Pipes as per IS 1239 Medium nominl

diameter 1 "18.0 RM

4.5CS 90 deg bends nominal diameter 4 ". ASTM A

105, Dim Std ASME B16.924.0 Nos

4.6CS 90 deg bends nominal diameter 3 ". ASTM A


4.7CS 90 deg bends nominal diameter 2 ".ASTM A


4.8CS 90 deg bends nominal diameter 1 ".ASTM A


4.9 Concentric Reducers 4" x 3" NB 2.0 Nos

4.10 Concentric Reducers 4" x 2" NB 3.0 Nos

4.11CS SORF Flanges nominal diameter 4 ".ASTM

A 105, Drilling std B16.550.0 Nos








(Rs.)

Amount

(Rs.)

4.14CS SORF Blind Flanges nominal diameter 4

".ASTM A 105, Drilling std B16.56.0 Nos





4.17 CS NPT (both end) Nipples nominal diameter 4 " 6.0 Nos



4.2 CS Union 3/4" NB 16.0 Nos

5.0

Pressure Gauge 4" dial H Guru/ Fiebig/Equiv

make 0 - 15 bar glycerine filled with gauge cock

1/2" connection.

10.0 Nos

6.0

Installation and piping connection of following

various capacity positive

displacement/centrifugal pumps with motors,

baseframe etc. true to line and level with supply

of anchor bolts, fastners, gaskets etc. complete

in all respect.

6.1Screw/Gear pump assembly with motor,

coupling, baseframe etc. capaciy 20 cum/hr3.0 No

6.2Screw/Gear pump assembly with motor,

coupling, baseframe etc. capaciy 15 - 20 cum/hr4.0 No

7.0

Installation and piping connection of following

various capacity tanks with agitator & motors,

baseframe etc. & other equipment true to line

and level etc. complete in all respect.

7.1 Shaker unit to be installed on the mixing tank frame with motor etc.1.0 No

7.2 Holding Tank around 30 KL capacity 2.0 No




(Rs.)

Amount

(Rs.)

7.3 Mixing tank around 30 KL capacity 1.0 No

7.4 Settling tank around 30 KL capacity 3.0 No

7.5 Water tank around 30 KL capacity 1.0 No

7.6Decanter module with decanter unit &

associated tank1.0 No

8.0

Installation of Mass Flow Meter with Digital

Counter, cable connections, with supply of CAF

gaskets, fastners as required

1.0 No

9.0

Installation of CS Pipes of varying diameter

(upto 4" NB) with Screwed/ But welded end in

unit connection as per the direction of the EIC.

Weld joints will be paid through separate line

item. (1 inch-mtr =

1" dia. x 1 mtr. length)

1600.0 inch-mtr

10.0

Carrying out Butt/socket weld joints with face

preparation (as required) as per good

engineering practice and instruction of EIC for

various pipe diameters (upto 4" NB) with supply

of all necessary tools, tackles, consumables,

power etc. ( 1 inch-dia = 1" dia x 1 no joint)

1080.0 inch-dia

11.0 Supply & Installation of CS Screw End caps

11.1 1/2" dia. 6.0 No

11.2 1" dia. 6.0 No

11.3 2" dia. 2.0 No

Total of B

C Electrical Work




(Rs.)

Amount

(Rs.)

1.0

Taking delivery, shifting to the designated place

& Installation of Electrical main panel as per

instruction of the Engineer in Charge alongwith

all cabling & earthing connections, testing &

commissioning of the same.

2.0 No

2.0

Supply & Installation of following electrical

cables of reputed make viz.

CCI/Gloster/Nicco/Polycab etc in 300 mm deep

trenches/cable trays as per instruction of the

EIC.

2.150 sqmm AI, three core armored PVC coated

cable80.0 RM

2.225 sqmm AI, three core armored PVC coated

cable350.0 RM

2.31.5 sqmm Cu, three & half core armored PVC

coated cable450.0 RM

2.42.5 sqmm Cu, four core armored PVC coated

cable175.0 RM

3.0

Supply & Installation of following GI perforated

cable trays of reputed make as per instruction of

the EIC.


3.1 300 mm wide 120.0 RM

3.2 150 mm wide 60.0 RM

3.3 100 mm wide

rofs.marketing

Typewritten text

40

rofs.marketing

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.0

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Typewritten text

RM



(Rs.)

Amount

(Rs.)

4.0Cable termination with supply of double

compression type brass gland, lug etc

4.1 50 Sq mm 6.0 No

4.2 25 Sq mm 30.0 No

4.3 2.5 Sq mm 20.0 No

4.4 1.5 Sqmm 40.0 No

4.5 150 Sq mm 4.0 No

5.0 Earth pit

5.1 Earthing strip 6mmx50mm GI 120.0 RM

5.2 Earthing strip 6mmx25mm GI 60.0 RM

5.38 SWG GI wire for earthing including provision

of socket at both end of each piece100.0 RM

5.4

GI Electrical pole, 6M high including junction

box, MCB, cabling, rod earthing, civil foundation

etc

6.0Misc steel supply, fabrication, erection and

painting work300.0 Kg

7.0Installation of Local control switch including

necessary supporting arrangement10.0 No

8.0Supply & installation of Sodium vapor lamp

(400w) with enclosure set

6.0No

9.0Supply & installation of 40w CFL of reputed

make

4.0No

10.0Supply & installation of Ceiling fan of reputed

make

4.0No

11.0 Kit Kat switch10.0 No

12.0 Five pin socket 3.0 No


4.0

rofs.marketing

Typewritten text

No



(Rs.)

Amount

(Rs.)

13.0Supply & installation of 165 ltr Refrigerator of at

least 4 star rating of reputed make 1.0 No

14.0Supply & installation of 21" LCD Television of at

least 4 star rating of reputed make1.0 No

15.0Supply & installation of SS LPG oven with 2

burners of reputed make1.0 No

Total of C

Total Part A + B+ C

Add : WCT @ 5%

Add : Service Tax

Total with Taxes


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