Maintenance Contract for Buildings, Walkways, Trestles, Fenders, Garden Inside & Outside House Keeping & Cleaning of office building and surrounding Inside and Outside Oil Jetty area at Old Kandla For 2 years.

NAME OF WORK :- Maintenance Contract for Buildings, Walkways, Trestles, Fenders, Garden Inside &

Outside House Keeping & Cleaning of office building and surrounding Inside and Outside Oil Jetty area

at Old Kandla For 2 years.

DESCRIPTION Quantity Unit Amount

Demolishing R.C.C. work manually/ by mechanical

means including stacking of steel bars and disposal

1 of unserviceable material within 50 metres lead as 66.30 2049.67 M3

per direction of Engineer - in- charge.

(A) Nominal concrete 1:3:6 or richer mix. (i/c equivalent 8.75 1404.97 M3

(B) Nominal concrete 1:4:8 or leaner mix. (i/c equivalent 109.00 867.72 M3

2 Dismantling tile work in floors and roofs laid in

For thickness of tiles above 25 mm and up to 40mm.

Dismantling aluminium/ Gypsum partitions, doors,

windows, fixed glazing and false ceiling including

3 disposal of unserviceable surplus material and 132.00 32.55 M2

stacking of serviceable material with in 50 meters

lead as directed by Engineer-in-charge.

Dismantling steel work in built up sections in angles,

tees, flats and channels including all gusset plates,

4 bolts, nuts, cutting rivets, welding etc. including 28800.00 3.26 Kg.

dismembering and stacking within 50 metres lead.

Dismantling doors, windows and clerestory windows

(steel or wood) shutter including chowkhats,

architrave, holdfasts etc., complete and stacking

within 50 metres lead :

(A) Of area 3 sq. metres and below.In Office 10.00 211.89 Each

(B) Of area beyond 3 sq. metres. In Jettys 10.00 290.19 Each

Taking out existing wooden door shutter, repair by

cutting, painting etc. and refixing of repaired door

shutters to existing door frames, including

replacement of hinges with screws, etc. as required,

all complete as per the direction of the Engineer-in-

Removing white or colour wash by scrapping and

sand papering and preparing the surface smooth

including necessary repairs to scratches etc.

Raking out joints in lime or cement mortar and

preparing the surface for re-pointing or replastering,

8 including disposal of rubbish to the dumping ground, 3600.00 41.83 M2

all complete as per directions of Engineer-In-

Dismantling W.C. Pan of all sizes including disposal

of dismantled materials i/c malba all complete as

per directions of Engineer-in- Charge.In Office

Dismantling of road gully chamber of various sizes

including C.I. grating with frame including stacking

of useful materials near the site and disposal of

unserviceable materials within 50 metres lead

including refilling the excavated gap.In Toilet blocks

DESCRIPTION Quantity Unit Amount

Earth work in excavation by mechanical means

(Hydraulic excavator) /manual means in foundation

trenches or drains (not exceeding 1.5 m in width or

10 sqm on plan), including dressing of sides and

11 ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus

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

(A) All kinds of soil. 216.00 200.80 M3

Supplying and filling in plinth with sand under floors,

including watering, ramming, consolidating and

dressing complete.

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

(A) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone 24.00 4428.24 M3

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

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

aggregate 20 mm nominal size).

Providing and laying in position specified grade of

reinforced cement concrete, excluding the cost of

centering, shuttering, finishing and reinforcement -

All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size).

Reinforced cement concrete work in walls (any

thickness), including attached pilasters, buttresses,

plinth and string courses, fillets, columns,pillars,

16 piers, abutments, posts and struts etc. above plinth

level up to floor five level, excluding cost of

centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

(A) aggregate 20 mm nominal size). 33.36 7129.54 M3

Reinforced cement concrete work in beams,

suspended floors, roofs having slope up to 15°

landings, balconies, shelves, chajjas, lintels,bands,

plain window sills, staircases and spiral stair cases

above plinth level up to floor five level, excluding the

cost of centering, shuttering,finishing and

reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse

sand : 3 graded stone aggregate 20 mm nominal

Providing, hoisting and fixing above plinth level up

to floor five level precast reinforced cement concrete

work in string courses, bands, copings,bed plates,

anchor blocks, plain window sills and the like,

18 including the cost of required centering, shuttering 13.50 6771.45 M3

but, excluding cost of reinforcement, with 1:1.5:3 (1

cement : 1.5 coarse sand 3 graded stone aggregate

20 mm nominal size).

DESCRIPTION Quantity Unit Amount

Steel reinforcement for R.C.C. work including

straightening, cutting,bending, placing in position

and binding all complete upto plinth level.

Thermo - Mechanically Treated bars of grade Fe -

Centering and shuttering including strutting,

20 propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for

Walls (any thickness) including attached pilasters,

(B) butteresses, plinth and string courses etc. 160.00 468.69 M2

Columns, Pillars, Piers, Abutments, Posts and

Lintels, beams, plinth beams, girders, bressumers

and cantilevers.

Suspended floors, roofs, landings, balconies and

access platform.

Brick work with common burnt clay machine

moulded perforated bricks of class designation

conforming to IS: 2222 in superstructure above

plinth level up to floor five level in cement mortar

1:6 (1 cement : 6 coarse sand) :

(A) With F.P.S.(non modular) bricks 102.12 5621.42 M3

Plastering with cement mortar 1:4, including raking

out joints, scrubbing and cleaning, finishing smooth,

curing etc complete for interior plastering upto floor

Repairs to plaster of thickness 12 mm to 20 mm

in patches of area 2.5 sq. meters and under,

including cutting the patch in proper shape, raking

out joints and preparing and plastering the surface

of the walls complete, including disposal of rubbish

to the dumping ground, all complete as per

directions of Engineer-In-Charge.

(A) With cement mortar 1:4 (1 cement : 4 fine sand) 576.00 323.61 M2

Providing and laying vitrified floor tiles in different

sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of approved

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

cement mortar 1:4 (1 cement : 4 coarse

sand),jointing with grey cement slurry @ 3.3kg/sqm

including grouting the joints with white cement and

matching pigments etc., complete.

(A) Size of Tile 600x600 mm. 480.00 991.66 M2

DESCRIPTION Quantity Unit Amount

Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer), with

water absorption less than 0.08 % and conforming

to I.S. 15622, of approved make, in all colours &

shade, in skirting, riser of steps, over 12 mm thick

bed of cement mortar 1:3 (1 cement: 3 coarse

sand), jointing with grey cement slurry @ 3.3kg/sqm

including grouting the joint with white cement &

matching pigments etc. complete.

(A) Size of Tile 600x600 mm. 225.00 1026.55 M2

Providing and laying Ceramic glazed floor tiles of

size 300x300 mm (thickness to be specified by the

manufacturer), of 1st quality conforming to IS :

15622, of approved make, in all colours,

shades,except White,Ivory, Grey, Fume Red Brown,

laid on 20 mm thick bed of cement mortar 1:4 (1

Cement : 4Coarse sand), jointing with grey cement

slurry @3.3kg/sqm including pointing the joints with

white cement and matching pigments etc.,

Providing and fixing 1st quality ceramic glazed floor

tiles conforming to IS : 15622 (thickness to be

specified by the manufacturer ) of approved make in

all colours, shades except burgundy, bottle

green,black of any size as approved by Engineer-in-

27 Charge in skirting, risers of steps and dados over 12 28.80 656.95 M2

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

coarse sand) and jointing with grey cement slurry @

3.3kg per sqm including pointing in white cement

mixed with pigment of matching shade complete.

Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry

mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base

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

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.

Providing and fixing 18 mm thick gang saw cut,

mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity counters,

window sills, facias and similar locations of required

size,approved shade, colour and texture laid over

mm thick base cement mortar 1:4 (1 cement :

4coarse sand), joints treated with white

cement,mixed with matching pigment, epoxy touch

ups, including rubbing, curing,moulding and

polishing to edges to give high gloss finish etc.

complete at all levels.

(A) Granite of any colour and shade.In windows

Area of slab upto 0.50 sqm. 64.80 3275.55 M2

DESCRIPTION Quantity Unit Amount

Area of slab over 0.50 sqm. 54.00 3097.75 M2

Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a

31 floating coat of neat cement, including cement

slurry,but excluding the cost of nosing of steps etc.

(A) 40 mm thick with 20 mm nominal size stone 366.00 381.50 M2

Providing and laying 60mm thick factory made

cement concrete interlocking paver block of M -30

grade made by block making machine with strong

vibratory compaction, of approved size, design &

shape, laid in required colour and pattern over and

including 50mm thick compacted bed of coarse

sand, filling the joints with line sand etc. all complete

as per the direction of Engineer-in-charge.

Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought

framed and fixed in position with hold fast lugs or

with dash fasteners of required dia & length ( hold

fast lugs or dash fastener shall be paid for

(A) Second class teak wood. 3.24 92103.87 M3

Providing and fixing panelling or panelling and

glazing in panelled or panelled and glazed shutters

for doors, windows and clerestory windows (Area of

opening for panel inserts excluding portion inside

grooves or rebates to be measured). Panelling for

panelled or panelled and glazed shutters 25 mm to

(A) Kiln seasoned and chemically treated hollock wood 115.50 1427.86 M2

Providing and fixing ISI marked flush door shutters

conforming to IS :2202 (Part I) decorative type, core

of block board construction with frame of 1st class

35 hard wood and well matched teak 3 ply veneering

with vertical grains or cross bands and face veneers

on both faces of shutters.

25 mm thick (for cupboard) including ISI marked

(A) nickel plated bright finished M.S. Piano hinges IS : 50.00 1758.65 M2

3818 marked with necessary screws.

Providing and fixing in position collapsible steel

shutters with vertical channels 20x10x2 mm and

braced with flat iron diagonals 20x5 mm size, with

top and bottom rail of T-iron 40x40x6 mm, with

mm dia steel pulleys, complete with bolts, nuts,

locking arrangement, stoppers,handles, including

applying a priming coat of approved steel primer.

DESCRIPTION Quantity Unit Amount

Supplying and fixing rolling shutters of approved

make, made of required size M.S. laths, interlocked

together through their entire length and jointed

together at the end by end locks, mounted on

specially designed pipe shaft with brackets, side

guides and arrangements for inside and outside

37 locking with push and pull operation complete,

including the cost of providing and fixing necessary

27.5 cm long wire springs manufactured from high

tensile steel wire of adequate strength conforming to

IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters.

80x1.20 mm M.S. laths with 1.20 mm thick top

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.

In stringers, treads, landings etc. of stair cases,

(A) including use of chequered plate wherever required, 20000.00 71.58 Kg.

In gratings, frames, guard bar, ladder, railings,

brackets,gates and similar works.

Providing and fixing aluminium work for doors,

windows, ventilators and partitions with extruded

built up standard tubular sections/appropriate Z

sections and other sections of approved make

conforming to IS: 733 and IS: 1285, fixing with dash

fasteners of required dia and size, including

necessary filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM

39 rubber/neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred and

jointed mechanically wherever required including

cleat angle, Aluminium snap beading for glazing /

paneling, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, paneling

and dash fasteners to be paid for separately) :

For fixed portion: For shutters of doors, windows &

ventilators including providing and fixing hinges/

pivots and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings shall be

paid for separately)

Anodised aluminium (anodised transparent or dyed

to required shade according to IS: 1868, Minimum 2727.00 303.77 Kg.

anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc. with

EPDM rubber / neoprene gasket etc. complete as

40 per the architectural drawings and the directions of

Engineer-in-charge . (Cost of aluminium snap

beading shall be paid in basic item):

(A) With float glass panes of 5.50 mm thickness. 136.35 927.89 M2

DESCRIPTION Quantity Unit Amount

Providing and fixing 12 mm thick prelaminated

particle board flat pressed three layer or graded

wood particle board conforming to IS: 12823 Grade l

Type ll, in panelling fixed in aluminum doors,

windows shutters and partition frames with C.P.

brass / stainless steel screws etc. complete as per

architectural drawings and directions of Engineer-in-

Pre-laminated particle board with decorative

lamination on both sides.

Providing and fixing aluminium tower bolts, ISI

marked, anodised (anodic coating not less than

grade AC 10 as per IS : 1868 ) transparent or dyed

to required colour or shade, with necessary screws

Providing and fixing aluminium sliding door bolts, ISI

marked anodised (anodic coating not less than

grade AC 10 as per IS : 1868),transparent or dyed

to required colour or shade, with nuts and screws

Providing and fixing aluminium handles, ISI marked,

anodised (anodic coating not less than grade AC

44 as per IS : 1868) transparent or dyed to required

colour or shade, with necessary screws etc.

Providing and fixing ISI marked aluminium butt

hinges anodised (anodic coating not less than grade

AC 10 as per IS: 1868) transparent or dyed to

required colour or shade with necessary screws etc.

Providing and fixing aluminium extruded section

body tubular type universal hydraulic door closer

(having brand logo with IS : 3564,embossed on the

46 body, door weight upto 36 kg to 80 kg and door 10.00 599.41 Each

width from 701 mm to 1000 mm), with double speed

adjustment with necessary accessories and screws

Providing and fixing double action hydraulic floor

spring of approved brand and manufacture

conforming to IS : 6315, having brand logo

embossed on the body / plate with double spring

mechanism and door weight upto 125 kg, for

47 doors,including cost of cutting floors, embedding in

floors as required and making good the same

matching to the existing floor finishing and cover

plates with brass pivot and single piece M.S. sheet

outer box with slide plate etc. complete as per the

direction of Engineer-in-charge.

(A) With stainless steel cover plate minimum 1.25 mm 10.00 1714.20 Each

DESCRIPTION Quantity Unit Amount

Providing and laying four courses water proofing

treatment with bitumen felt over roofs consisting of

first and third courses of blown bitumen 85/25 or

90/15 conforming to IS : 702 applied hot @ 1.45 Kg

per square metre of area for each course, second

course of roofing felt type 3 grade-I (hessian based

48 self finished bitumen felt) and fourth and final

course of stone grit 6 mm and down size or

peasized gravel spread at 6 cubic decimeter per

square metre, including preparation of surface but

excluding grading complete with :

(A) Bitumen felt (hessian base) type 3 grade I 210.00 302.47 M2

49 Applying priming coat :

With ready mixed pink or Grey primer of approved

(A) brand and manufacture on wood work. (hard and 180.00 43.02 M2

With ready mixed red oxide zinc chromate primer of

(B) approved brand and manufacture on steel 300.00 38.85 M2

galvanised iron/ steel works.

Painting wood work with Deluxe Multi Surface Paint

of required shade. Two or more coat applied @

50 ltr/10 sqm over an under coat of primer applied 180.00 101.43 M2

sqm of approved brand and manufacture

51 French spirit polishing :

Two or more coats on new works including a

coat of wood filler.

Painting with synthetic enamel paint of approved

brand and manufacture to give an even shade :

(A) Two or more coats on new work. 1800.00 92.02 M2

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

locations prepared and applied as per

53 manufacturer's specifications including appropriate

priming coat, preparation of surface, etc. complete.

(A) On steel work Walkways 1000.00 141.19 M2

Painting one coat of marine primer on previously

painted steel and other metal surfaces with paint

anti-corrosive brushing to give an even shade

including cleaning the surfaces of all dirt, dust, and

other foreign mater on surfaces over 10cm in width /

girth. On Walkways

Painting two coat of marine paint ( excluding priming

coat ) on previously painted steel and other metal

surfaces with paint anti-corrosive brushing to give

55 an even shade including cleaning the surfaces of 1000.00 205.30 M2

all dirt, dust, and other foreign mater on surfaces

over10cm in width / girth.

Floor painting with floor enamel paint of approved

56 brand and manufacture of required colour to give an

(A) Two Coats 1500.00 75.23 M2

Distempering with 1st quality acrylic distemper

(ready mixed) of approved manufacturer, of required

shade and colour complete, as per manufacturer's

DESCRIPTION Quantity Unit Amount

Finishing walls with Acrylic Smooth exterior paint of

required shade : Boundry Wall

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

(A) sqm over and including priming coat of exterior 7200.00 116.80 M2

primer applied @ 2.20 kg/10 sqm)

Letter writing and painting to name on wall / steel

surface with all size of letter in English, Hindi and

Gujarati on cement surface with SYNTHETIC

59 ENEMAL PAINT including all labours and materials 100.00 207.00 M2

with scaffolding as requred and 250 mm to 500mm

height two coat of background and border complete

Lettering / overhead signs with synthetic enamel

paint of approved brand, shade and manufacture

complete all labour & material as directed by

Engineer-in-charge.

(A) 100 mm height. 500.00 28.53 Each

Construction of granular sub-base by providing

close graded Material conforming to specifications,

mixing in a mechanical mix plant at OMC, carriage

of mixed material by tippers to work site, for all

leads & lifts, spreading in niform layers of specified

thickness with motor grader on prepared surface

and compacting with bratory power roller to achieve

the desired density, complete as per specifications

and directions of Engineer-in-Charge.

With material conforming to Grade-I (size range

mm to 0.075 mm) having CBR Value-30

Providing, laying, spreading and compacting graded

stone aggregate (size 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

62 mechanical paverfinisher in 1260.00 1962.56 M3

sub- base / base course on well prepared surface

and compacting with vibratory roller of 8 to 10 tonne

capacity to achievethe desired density, complete as

per specifications and directions of Engineer-in-

Providing and applying tack coat using bitumen

emulsion conforming to IS: 8887, using emulsion

pressure distributer including preparing the surface

& cleaning with mechanical broom.

(A) On W.B.M / W.M.M. @ 0.4kg/sqm 13140.00 8.12 M2

(B) On bituminous surface @ 0.25kg/sqm 13140.00 5.53 M

Providing and laying bituminous macadam using

crushed stone aggregates of specified grading

premixed with bituminous binder, transported to site

by tippers, laid over a previously prepared surface

with paver finisher equiped with electronic sensor to

the required grade, level and alignment and rolling

with smooth wheeled, vibratory and tandem rollers

as per specifications to achieve the desired

compaction and density, complete as per

specificatons and directions of Engineer-in-Charge.

DESCRIPTION Quantity Unit Amount

50 to 100 mm average compacted thickness with

bitumen of grade VG-30 @ 3.50% (percentage by

(A) weight of total mix) prepared in Batch Type Hot Mix 985.50 5429.48 M3

Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using

crushed stone aggregates of specified grading,

premixed with bituminous binder and filler,

transporting the hot mix to work site by tippers,

laying with paver finisher equiped with electronic

65 sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction

and density as per specification, complete and as

per directions of Engineer-in-Charge.

40/50 mm compacted thickness with bitumen of

grade VG-30 @ 5.5% (percentage by weight of total

mix) and lime filler @ 3% (percentage by weight of

Aggregate) prepared in Batch Type Hot Mix Plant of

100-120 TPH capacity.

Providing and fixing concertina coil fencing with

punched tape concertina coil 600 mm dia 10 metre

openable length ( total length 90 m), having 50 nos

rounds per 6 metre length, upto 3 m height of wall

with existing angle iron 'Y' shaped placed 2.4 m or

3.00 m apart and with 9 horizontal R.B.T. reinforced

barbed wire, stud tied with G.I. staples and G.I. clips

66 to retain horizontal, including necessary bolts or 900.00 212.56 R.Mt.

G.I.barbed wire tied to angle iron, all complete as

per direction of Engineer-in-charge, with reinforced

barbed tape(R.B.T.) / Spring core (2.5mm thick)

wire of high tensile strength of 165 kg/ sq.mm with

tape (0.52 mm thick) and weight 43.478 gm/ metre.

(cost of M.S. angle, C.C. blocks shall be paid

Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and saplings of

girth up to 30 cm measured at a height of 1 m above

ground level and removal of rubbish up to a

distance of 50 m outside the periphery of the area

Providing and laying green grass carpet loan inside

68 island complete with all labours and materials as 800.00 565.40 M2

directed by engineer in charge.

Collection of sweet earth with 5% manure (goat

dropping & cow dung dried) free from foreign

materials subject to the approval of Engineer-in-

69 Charge including excavation, royalty loading, 984.00 893.93 M3

unloading, stacking, filling, spreading, watering and

, transportation,up to lead of 20 Km etc. as directed

(With all labour and materials)

Providing and laying green trees in said position

inside and outside cargo jetty area including loosing

70 the soil placing the plants providing necessary 650.00 145.92 No.

support, watering etc. all complete as directed by

Engineer-in-charge.

DESCRIPTION Quantity Unit Amount

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply including all CPVC plain & brass

threaded fittings This includes jointing of pipes &

fittings with one step CPVC solvent cement,

trenching, refilling & testing of joints complete as per

direction of Engineer in Charge.

(A) 15 mm nominal outer dia. Pipes. 720.00 154.95 R.Mt.

(B) 20 mm nominal outer dia. Pipes. 400.00 192.68 R.Mt.

(C) 25 mm nominal outer dia. Pipes. 300.00 259.46 R.Mt.

(D) 32 mm nominal outer dia. Pipes 100.00 304.54 R.Mt.

(E) 40 mm nominal outer dia. Pipes. 20.00 391.44 R.Mt.

(F) 50 mm nominal outer dia. Pipes. 20.00 568.30 R.Mt.

(G) 62.50 mm nominal inner dia. Pipes. 20.00 1103.83 R.Mt.

(H) 75 mm nominal inner dia. Pipes. 20.00 1393.28 R.Mt.

(I) 100 mm nominal inner dia. Pipes. 20.00 1968.23 R.Mt.

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, IS : 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.

(A) 1000 liter capacity. 5000.00 6.79 Ltr.

(B) 500 liter capacity. 5000.00 6.79 Ltr.

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast Iron

P or S trap, 10 litre low level white P.V.C. flushing

cistern, including flush pipe, with manually

73 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:

White Vitreous china Orissa pattern W.C. pan of

size 580x440 mm with integral type foot rests.

Providing and fixing white vitreous china pedestal

type water closet (European type W.C. pan) with

seat and lid, 10 litre low level white P.V.C. flushing

cistern, including flush pipe, 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 :

W.C. pan with ISI marked white solid plastic seat

Providing and fixing white vitreous china flat back or

wall corner type lipped front urinal basin of

430x260x350 mm and 340x410x265 mm sizes

respectively with automatic flushing cistern with

standard flush pipe and C.P. brass spreaders with

brass unions and G.I clamps complete, including

painting of fittings and brackets, cutting and making

good the walls and floors wherever required.

One urinal basin with 5 litre white P.V.C. automatic

flushing cistern.

DESCRIPTION Quantity Unit Amount

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

15 mm C.P. brass pillar taps, 32 mm C.P. brass

76 waste of standard pattern, including painting of

fittings and brackets, cutting and making good the

walls wherever require:

White Vitreous China Wash basin size 630x450mm

with a single 15 mm C.P. brass pillar tap.

Providing and fixing gun metal gate valve with C.I.

wheel of approved quality (screwed end) :

(A) 20 mm dia. nominal bore. 5.00 323.23 Each

(B) 25 mm dia. nominal bore. 5.00 372.65 Each

(C) 32 mm dia. nominal bore. 5.00 412.93 Each

(D) 50 mm dia. nominal bore. 5.00 614.78 Each

Providing and fixing brass stop cock of approved

(A) 15 mm dia. nominal bore. 20.00 212.70 Each

(B) 20 mm dia. nominal bore. 20.00 229.57 Each

Providing and fixing brass bib cock of approved

(A) 15 mm dia. nominal bore. 20.00 212.70 Each

Providing and fixing PTMT pillar cock of approved

quality and colour.

15 mm nominal bore, 107 mm long, weighing not

less than 110 gms.

Providing and fixing PTMT urinal cock of approved

quality and colour.

15 mm nominal bore, 80 mm long, 42 mm high and

(A) 30mm wide with BSP female threads weighing not 10.00 104.97 Each

less than 48 gms.

Providing and fixing uplasticised PVC connection

pipe with brass unions :

(A) 30 cm length 15 mm nominal bore. 20.00 52.36 Each

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

83 wash basin including P.V.C. waste fittings complete.

(A) Flexible pipe 40mm dia. 30.00 31.68 Each

Cleaning of under ground sump, Over Head R.C.C.

Tank (independent staging) including disposal of slit

and rubbish, all as per direction of Engineer-in-

Charge. Tank shall be emptied of water by pumping

bottom shall be cleaned of slit and other

deposits. Entire surface area of the sump shall then

84 scrubbed thoroughly with wire brush etc. and 360.00 49.91 M2

pressure washed with water. Chlorination of RCC

internal surface by liquid

chlorine. The treated surface shall be dried using air

jetting and all loose particles shall be removal from

the surface. Finally the surface shall be treated with

ultraviolet radiation etc. as per direction of Engineer-

DESCRIPTION Quantity Unit Amount

Removing of damaged fender frontal frame,facia

ped, cell fenders from its possition by detaching all

its fixtures, cutting of all 'D' shackles and chains etc.

detaching all nuts & bolts removing the frontal frame

from its position and transport and unload the same

85 at site office of contractor or at sub store inside oil 4.00 26824.00

jetty work comprise of hire charges of

hydra/craina/any equipments required for the

removal of frontal frame from its position as directed

by the engineer in charge. (Work to be done under

tidal conditions)

Fixing of forntal frame to its position over cell

fender,facia ped to over frontal frame,cell fender to

connect with frontal frame and quayface. which

includes fixing all fixtures like 40/38mm, 150mm

long BSW, SS 304 nut bolts with two washers Job

comprise of hire charges of hydra/craina/any Work

equipments required for the removal of frontal frame

from its position complete as directed by Engineer-

In-Charge. (Work to be done under tidal conditions)

Manufacturing ,supplying and fixing of 1000H Cell

Fender at oil jetty in good condition with no defect.

The work comprises transportation of cell fender

87 from sub store of oil jetty to work place with all 6.00 196743.18 Each

labours etc complete as directed by engineer in

charge. For Old fender damaged fender.

Providing & fixing 16mm dia. Anchor fastener of

150mm length with drilling holes in concrete with all

88 labour & materials as directed by Engineer in 100.00 366.26 No.

Charge. (Work to be done under tidal conditions)

Providing & fixing following fixtures to the existing

1000H cell fenders at various location inside oil jetty

area including cost of labour and materials as

directed by Engineer-In-Charge.

40mm thick Antifriction and anti sparking UHMW

synthetic resin double coloure fecia pad of required

size to be fitted on top of frontal steel frame with

(A) Nos. SS304 nut and washer M -16 x 60mm long 22.50 17550.10 M2

stud and washers for fixing resin pad with frontal

frame for fendering system. (Work to be done under

tidal conditions)

S.S. - 304 U-Hook of dia. 40mm x 400mm long

tapper pin to be fixed in quay wall face to anchor

Horizontal chain / Suspension chain / Shear chain

etc, complete all labour material as directed by

Engineer-In-Charge. (Work to be done under tidal

32mm dia Hot dipped galvanized high tensile stud

link shear / Suspension chain with suitable cushion

link and Hot Dip Galvanised 40/42mm D - Shackle

at one end and S.S. - 304 adjustable shackle 28mm

(C) x 300mm long at the other end fixed with U-Hook of 25.00 11050.70 R.Mt.

40mm dia and 400mm long in quay wall face. (Work

exclusive of cost of providing & fixing of U - hook)

(Work to be done under tidal conditions)

DESCRIPTION Quantity Unit Amount

S.S. - 304 38mm x 120mm long bolt with nut and

washer to the existing Quay wall to Cell type fender

and Cell type fender to frontal frame of fender.

(D) Matching the holes of frontal frame and cell type 12.00 1650.50 No.

fender fixing the bolt etc. complete as directed.

(Work to be done under tidal conditions)

S.S. - 304 38mm x 390mm long stud type anchor

bolt with sleeve, nut and washer for fixing the base

frame or cell type fender to existing RCC muff which

includes making core cutting holes in RCC muff and

lifting the base frame or cell fender with hydra or

crane to carry necessary weight as directed by

engineer in charge. (Work exclusive of cost of base

frame or cell fender) (Work to be done under tidal

Providing and suppling following men power for

90 regular maintance of oil jetty area.

(A) Masoon 600.00 784.00 Day

(B) Carpenter 400.00 714.00 Day

(C) Fitter 200.00 784.00 Day

(D) Belder (7x720days) 5040.00 645.00 Day

(E) Mistry / Supervisor (2x720days) 1440.00 784.00 Day

(F) SHW (15x720days) 10800.00 645.00 Day

Providing and suppling following equipment for day

91 to day maintance of oil jetty area with Operater,fuil

etc all complet.

(A) Tractor with Trolley 720.00 1200.00 Day

(B) Tractor with Tanker 720.00 1200.00 Day

(D) Hydra 125.00 3500.00 Day

I / We am/are willing to carry out this work at ______________

% above/below (percentage should be written in figure and

The tendered rates mentioned above amount of my / our tender are put as under:-

Estimated amont put to tender Rs. ________________________

CONTRACTOR Executive Engineer (PL)

DEENDAYAL PORT AUTHORITY