Name of Work: - Construction of Foundation, Cable trench, WBM ...

GUJARAT TRANSMISSION CORPORATION LTD, VDODARA.
SCHEDULE - B
Name of Work: - Construction of Foundation, Cable trench, WBM Road and ancillary civil
works at 220KV Mokha (Vadala) s/s. Ta: Mundra, Dist:Kutch-Under Anjar
Tr. Circle.
SR
No
1
2
3
4
5
6
7
DESCRIPTION APPROX.QTY UNIT RATE AMOUNT
Excavation for foundation in trenches
for following type soil strata up to 1.50
Mt. depth including strutting, shoring
wherever necessary & refilling the sides
of the trenches/foundations with good
excavated soil, in 200 mm thick layers,
consolidation, watering, ramming, and
throwing away the extra stuff with in the
lead of 500. Mt. radius, in side or out
side s/s premises, and its spreading &
dressing etc. complete as directed by
E.I.C.
Excavation for foundation in trenches
for following type soil strata from 1.5 Mt
up to 3.00 Mt. depth including strutting,
shoring wherever necessary & refilling
the sides of the trenches/foundations
with good excavated soil, in 200 mm
thick
layers,consolidation,watering,ramming,
and throwing away the extra stuff with
in the lead of 500. Mt. radius, in side or
out side s/s premises, and its spreading
& dressing etc. complete as directed by
E.I.C.
Do-but- 3.00 mt onward( A)
Dense/Hard soil
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.
Filling in plinth with sand/quarry dust
under floors /switch yard including
watering ramming consolidating and
dressing etc. complete.
Filling in foundation and plinth with
murrum or selected soil in layers of
20cm thickness including watering,
ramming and consolidating, etc
complete with all lead and lift.
Providing and laying cement concrete
1:4:8 (1 cement :4 course sand : 8
black crushed stone aggregates 40mm
nominal size ) and curing complete
9010.00 CMT 46.00 414460.00
2835.00 CMT 65.00 184275.00
300.00 CMT 70.00 21000.00
4501.00 CMT 30.00 135030.00
845.00 CMT 251.00 212095.00
65.00 CMT 226.00 14690.00
590.00 CMT 1702.00 1004180.00

8
- Foundation and plinth
Providing & laying cement concrete
1:2:4 PCC (1 Cement: 2 Coarse sand:
4 machine crushed stone aggregates
20mm nominal size) and curing
complete including cost of form work in:
(a) foundation and plinth
Providing laying controlled cement
concrete M-150 as per Mix design for
fair finish exposed work with curing
etc.complete including the cost of Ply
wood / steel sheathing form work so as
to give fair & smooth finish, including
5.00 CMT 2602.00 13010.00
centering shuttering, propping etc.
Height of propping and centering shall
be up to 4.00 Mt,and removal of same,
but excluding the cost of
9 reinforcement.etc complete as directed
by EIC, for base of cable trench bottom
raft, wall pardi,top slab for cable trench,
flooring Slabs,shelves,Coping, from top
of foundation levels up to floor level
Note: Rates are taken for full height/all
side form work as per approved
drawings, No extra payment shall be
made for excavation, required for
providing form work for casting of
foundation.
Providing & laying control cement
concrete M-20 as per mix design
exposed work with curing etc. complete
including the cost of ply wood /
6.00 CMT 3872.00 23232.00
10 steel sheathing form work & 2895.00 CMT 4224.00 12228480.00
11
adjustable tubular steel supports /
Props. But excluding the cost of
reinforcement. G.F+F.F+Stair Cabin-
For Footing
Do but for Column 430.00 CMT 4997.00 2148710.00
12 Do but for wall,Pardi 232.00 CMT 4281.00 993192.00
13 Do-but for Lintel 1.00 CMT 4277.00 4277.00
14 Do but for slab
Providing Thermo Mechanically treated
39.00 CMT 4277.00 166803.00
15
bars (TMT bars) confirmed to IS 1786
FE 415 for RCC work including
bending, binding and placing in position
etc. completed for RCC work.
274.50 MT 40210.0
0 11037645.00
Providing block masonry of solid
16
Precast C.C.(1:3:6) blocks of required
grade as per IS 2185 (part I) in
foundation and up to plinth in C.M. (1:4)
including racking out joints up to 12mm
depth, scaffolding, curing, etc. complete
as directed by E.I.C. Up to PLINTH.
54.00 CMT 2315.00 125010.00

17
18
19
20
21
22
23
24
DO as above as per Item No: 12, but
FOR SUPER STRUCTURE
G.F+F.F+Stair Cabin.
Providing 15mm thick cement plaster
single coat on masonary/bela/concrete
wall/ceiling for plastering up to any floor
level finished even and smooth in
cement mortar 1:3 (1 Cement: 3 sand)
finished with floating a coat of neat
cement slurry /limeneeru.
Do but 20mm thk. Smooth plaster in
Two Coat,1st coat of 12mm thick in cm
1:3 and 2 nd Coat of 8 mm in CM 1:2
Providing cement vata (10cm x10cm
size) quarter round in cement mortar
1:1 including neat cement finishing,
watering, etc complete.
Providing white washing with lime on
wall surfaces (three coats) to give and
even shade including thoroughly
brooming the surface to remove all dirt,
dust, mortar drops and other foreign
matter.
Providing and laying approved quality
polished Kotah stone slab (25mm thk.)
flooring including using 35x25mm
approved quality machine cut, marble
strip over 20mm (average) thick base of
cement mortar 1:6 (1 cement : 6 course
sand or L.M. 1:1.5 laid over and jointed
with grey cement slurry including
rubbing and mirror polishing using
polishing machine with grinding six
emery's of different no. including using
special chemical powder for polishing
including white cement coating two
times during polishing for filling up
minute holes or cracks in joints etc
complete.
Providing and laying polished Kota
stone slab 25 mm thk. in risers of steps,
Dado and sills laid on 10 mm thick CM
1:3 & jointed with grey cement slurry
including rubbing and polishing etc.
complete.
Providing and laying color glazed tiles-
JOHNSON/KAJARIA/NITTCO or its
equivalent make of required size for
flooring, skirting etc. including fixing the
same in cement mortar(1:2) setting with
ready made tile adhesive as
recommended by manufacturer’s
including fillings of joints mixed with
pigment slurry of matching shade etc.
complete as directed by E.I.C.
14.00 CMT 2388.00 33432.00
158.00 SMT 99.00 15642.00
45.00 SMT 120.00 5400.00
15.00 RMT 14.00 210.00
83.00 SMT 5.00 415.00
7.00 SMT 811.00 5677.00
2.00 SMT 664.00 1328.00
10.00 SMT 629.00 6290.00

25
26
Providing & laying water proofing
treatment on terrace including applying
neat cement slurry 2.75 kg./sq.mt. on
cement admixed with water proofing
component after cleaning the surface,
Laying cement concrete with brick bat
75mm to 100mm thick with 50% of C.M.
1:5 admixed with water proofing
component over 20mm thick layer of
C.M. 1:5 to required slope including
ramming at junction of wall and slab,
after two days of proper curing applying
a second coat of cement slurry, finished
the surface with 20mm thick C.M. 1:4
china mosaic flooring and finally
finishing flooding 75mm deep with
water on terrace for a period of two
week. The contractor shall submit
performance guarantee of the
waterproofing item at the rate of 20% of
cost of item of work order in the form of
FDR of Schedule Bank / Nationalized
Bank in favor of GETCO (A/c Agency)
for a period of 5 years from actual date
of completion of work stamp paper of
appropriate value in approved format of
GETCO.
Providing and fixing approved quality
partly paneled/ partly glazed double leaf
anodized aluminum entrance door
using extruded section fabricated by
standard. manufacturer with frame of
101.50x44.50mm rect. sec. having
thickness 2.1mm & weighing approx
1.60 kg/rmt & door shutter of 114.30 x
44.45 mmx1.55mm weighing approx.
1.36kg/RMT for top & bottom section
and 47.62 x 44.45 mm x1.55mm
weighing approx. 0.88kg/RMT for
vert.style & 150 x 44.45 mm for lock rail
having thickness 2.2mm & weighing
2.36 approx.kg/rmt and floor spring
door closure of approved make and
using 5mm thick approved quality HB4
plain glass with glazing deep rubber
gasket, necessary hardware, handle
cum locking arrangement and using
aluminum sheet on both side with
plywood in between for panel including
S.S. hinges(3nos.on each shutter) and
all fixtures/fastening of anodized
section with all labors & materials
etc.complete as per drawing &
manufacturer's specification. Complete
unit shall be fabricated from aluminum
5.00 SMT 384.00 1920.00
4.00 SMT 3667.00 14668.00

27
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section conforming to HE9WB
designated to IS: 1285 / 1980 for its
chemical and mechanical
properties.Anodization shall be
conforming to IS 1868/1968.
Providing & fixing approved quality
aluminum anodized sliding windows
with fix ventilator having standard
section using extruded section
fabricated by standard manufacturers
with 20 Microns silver color anodizing
as per drawing (Main frame 61.85mm x
31.75mm x 1.5mm/0.784kg/mt.&
Shutter
40mmx18mmx1.55mm/0.547kg/mt)
windows shall be of 4 mm thick.
Triveni, Saint Goblin 'HB4' plain glass
glazing rubber gasket and necessary
hardware, handles cum locking
arrangement etc. Complete unit shall
be fabricated from aluminum section
conforming to HE9WB designated to IS
1285/1980 for its chemical and
mechanical properties. Anodized shall
be conforming to IS 1868/1968. All
joints shall be mechanically joint having
secured with specially design MS. Zink
plated heat arrangement. No welding
process shall be allowed in the unit.
Providing and fixing approved quality
aluminum ventilator having frame size
55x35mm having thickness 3mm &
weighing 1.36kg/rmt approx standard
aluminum extruded anodized frame
having panel of 5mm thick white/brown
glass fixed horizontal louvers in
aluminum channel as per details
drawings.
Providing and fixing approved quality to
wall, ceiling, floor & trenches
galvanized mild steel tubes (medium
grade) of the following nominal bore
tube fitting and clamps including
making good the wall, ceiling, floor &
refilling trenches.-15mm pipe.
3.00 SMT 2865.00 8595.00
1.00 SMT 2865.00 2865.00
200.00 RMT 117.00 23400.00
30 Do-but for 20mm pipe. 700.00 RMT 149.00 104300.00
31 Do-but for 25mm pipe. 1000.00 RMT 214.00 214000.00
32 Do-but for 40mmpipe 250.00 RMT 271.00 67750.00
33 Do-but for 50mmpipe 200.00 RMT 497.00 99400.00
34
Providing and fixing gun metal check or
10.00 NO 317.00 3170.00
non return full way wheel valve.-15mm
35 Do but for 20mm dia. 10.00 NO 352.00 3520.00
36 Do but for 25mm dia. 10.00 NO 468.00 4680.00
37 Do but for 40mm dia. 6.00 NO 758.00 4548.00

38 Do but for 50mm dia. 3.00 NO 772.00 2316.00
39
Providing and fixing Brass chromium
plated screw down bib tap. -15mm dia
Providing & fixing approved quality
readymade PVC water tight storage
tank of 1000 liters capacity made from
linear low density polythene & low
115.00 NO 201.00 23115.00
density polythene LDPF product
40
confirming to I.S.: 10146-1982 with
cover including providing & fixing one
20mm dia, float valve ball-cock, one
20mm dia G.I. over flow pipe of length
up to 0.30 Mt. including making all
connection for inlet/outlet etc. complete
as directed by EIC.
Providing and fixing cast iron (Spun)
Nahani trap of the following nominal
diameter of self cleaning design with C.
1.00 NO 4600.00 4600.00
41 I. screwed down or high grating
including cost of cutting and making
good the walls and floors 100mm inlet
and 50mm outlet.
Providing and fixing S.W. Gully trap
with C.I. grating brick masonry chamber
2.00 NO 284.00 568.00
42
and water tight C.I. cover with frame of
300x300mm size (inside) with standard
weight.(i) Square mouth traps. (C)
150mm x 100mm size P or R-type.
Providing B.B. Masonry inspection
chamber (MANHOLE) of 600mm x 600
mm size including light type approved
C.I. Cover with frame, necessary
2.00 NO 1230.00 2460.00
excavation, bottom concreting of
43
B.B.C.C. (1:4:8) 150mm thick/225mm,
thick B.B. Masonry in C.M. (1:6) 15mm
thick cement plaster in C.M. (1:3) inside
& to all exposed faces up to 300mm
23.00 NO 2738.00 62974.00
below ground level, curing etc.
44
including disposal of surplus excavated
earth up to radius of 500mt. including 3
coats of white or colour wash to all
exposed finished surface etc. complete
as directed by EIC. (B.B. Masonry up to
1000mm depth).
Providing & fixing FINOLEX brand or
equivalent approved quality rigid P.V.C.
pipe for rain water including necessary
fittings like bends, shoe, cowl etc. &
fixing the pipes to the wall in plumb by
means of G.I. Clamps of 18 gauge
sheet at 1 to 1.5 meter distance, filling
20.00 RMT 109.00 2180.00
the joints with approved solution
45
complete as directed by EIC.90 mm dia
O D PVC Pipe
Providing and fixing approved quality 1.00 NO 877.00 877.00

46
47
48
49
Orissa PAN water closet squatting pan
size 580mm including providing and
fixing 100mm size P or S trap jointing
tap with the pan and soil waste pipe
and with G.I. inlet connection for flush
pipe with W.C. pan and chromium
plated brass half turn flush cock of
approved quality of 25mm dia etc.
complete.
Providing and fixing chromium plated
brass half turn flush cock of approved
quality including fixing in pipe line, etc
complete.25mm dia.
Providing & applying anti termite
treatment, as per IS 6313 (Part.II & II
2001) for building works in pre
construction & post const. stages, using
chemicals conforming to relevant IS in
water emulsion and effective when
applied uniformly over the area to be
treated. The chemical to be used is
chlorophriphos 20% EC or its
equivalent. The treatment is to be
carried out as per the procedure
mentioned below and treated plinth
surface area is to be taken for
measurement. (With performance
guarantee for 5 years)a)For pre
construction treatment: For plinth filling
& periphery holes in side plinth to be
drilled 300MM C/C each having depth
1.5M and for inside plinth the hole are
to be treated with diluted chemical
solution, 1.5 lit. per hole, in the ratio of
1:20. For periphery i.e. out side plinth
the ditch is to be treated with diluted
solution 2.25 litre per rmt. In the ratio
1:20. The entire surface area is to be
treated with diluted solution of dose 2.5
litres per smt. over and above as a
plinth surface treatment.
Providing and fixing approved quality
wash basin of size 550x440mm with
single hold pillar tap with C.I. or M.S.
brackets painted white / colour
including cutting holes and making
good the hole including pillar tap, stop
cock, PVC connection and PVC waste
pipe to be concealed with bottle trap.
Providing and laying (to level or
slopes) and jointing with stiff mixture of
cement mortar in proportion 1:1
approved quality salt glazed stoneware
pipes following nominal
1.00 NO 473.00 473.00
9.00 SMT 63.00 567.00
1.00 NO 897.00 897.00
10.00 RMT 133.00 1330.00

internal diameters including testing of
pipes and joints complete.-100mm dia.
50 Do but for 150mm dia 10.00 RMT 187.00 1870.00
51
52
53
Providing and fabricating and placing
approved quality steel work welded in
built up sections, framed work including
cutting, hoisting, fixing in position and
applying a priming coat of red lead
paint and 3 coats of oil painting of
approved shade & make. rate includes
the erection of angle post for CL
fencing :-(A) In beams and joints
channels angles, tees, flats with
connecting cleats as in main and cross
beams, hip and jack rafters, purloins
connected to common rafters etc.
Providing & placing 50mm thick &
300mm wide prestressed concrete
cover (for clear span of up to 1.2 meter
in proportion (1:1:5:3) or M-20
necessary reinforcement or 4mm dia
HT steel wire-4 Nos. bars and 4mm dia.
distribution bars at 150 mm C/C as per
drawing & design including providing
necessary M.S. bar hooks for lifting
arrangement & vibrating with vibrators.
Finishing all the surfaces, curing by
placing in water pond for ten days etc.
complete as directed by E.I.C. ( The
rate includes cost of all material
required, labour charges,
transportation, loading, unloading etc
Providing 2500mm internal diameter &
4.0 Mt. deep soak pit including
excavation in all types of soil & soft rock
& B.B.C.C. (1:4:8) bedding 300mm.
thick below masonry and 450mm. thick
B.B. Masonry in C.M.(1:6) up to
600mm. height, 350mm. thick for
further 600mm. and 230mm.thick for
remaining height honey combed,
plastering in C.M.(1:3) outside up to 1.5
Mt. height and 100mm. thick R.C.C.
Slab with 600X600mm. C.I.HEAVY
cover with frame, with necessary
reinforcement as per design & C.I. Vent
pipe 1800mm long with B.B. Masonry
pillar 350X350X450 plastered all
around filling 40 to 50mm. size brick
bats up to 1.5 Mt. depth, including
16mm. dia. M.S.`U' stages steps
refilling including disposal of the surplus
excavated earth up to the lead of 300mt
radius including 3 coats of white or
colours wash to all exposed finished
17950.00 KG 54.00 969300.00
900.00 SMT 462.00 415800.00
1.00 NO 24600.0
0
24600.00

54
55
56
57
58
59
60
61
62
surface etc. complete as directed by
E.I.C.
Providing 300mm thick hard core soling
in foundation plinth etc with 90mm and
down size trap metal in layer including
filling voids with query dust ramming
Watering & consolidating etc
completed as directed.
Supplying & stacking of Rubble stone of
approved Quality for Road Soling of
about 200mm to 250mm size including
transportation stacking rubble close in
Rectangular Etc completed directed by
EIC . (Stack measurement shall be paid
with 20% void deduction)- For road
work. Additional lead 55 km
Supplying & stacking 40 to 60mm size
hard stone road black crushed metal
including transportation filling the box
etc. complete. (Stack measurement
shall be paid with 20% void deduction)-
For road work. Additional lead 55 km
Supplying & stacking 25 to 40mm size
hard stone road black crushed metal
including transportation filling the box
etc. complete. (Stack measurement
shall be paid with 20% void deduction).
Additional lead 55 km
Supplying & stacking 6mm size grit
including transportation for spreading
on road filling the box etc. complete.
Additional lead 55 km
Supplying & stacking murrum of
approved quality including
transportation, filling the boxes etc.
completed as directed. (Stack
measurement will be paid with 15%
deduction of voids). Additional lead
5.0 km
Labour charges for Laying Rubble 200
to 250mm thick layer for soling with
required grade and camber and filling
the voids with small size of chips and
earth and watering, consolidating by 8
to 10 tons power Roller etc complete as
directed by E.I.C.
Labour charges for spreading 40 to 60
mm size metal in 100mm thick layers
with required grade & camber &
watering rolling the each layer with 8 to
10 tones power roller including filling
depression which occur during process
etc. complete as directed by E.I.C.
Labour charges for spreading 25 to 40
mm size metal in 100mm thick layers in
10.00 SMT 180.00 1800.00
620.00 CMT 404.00 250480.00
750.00 CMT 734.00 550500.00
1690.00 CMT 847.00 1431430.00
100.00 CMT 692.00 69200.00
125.00 CMT 212.00 26500.00
2500.00 SMT 15.00 37500.00
7400.00 SMT 19.00 140600.00
16800.00 SMT 6.00 100800.00

yard with required grade & camber
including filling depression which occur
during process etc. complete as
directed by E.I.C.
63 DO as above but with sand spreading 16800.00 SMT 8.00 134400.00
64 DO as above but with murrum 2500.00 SMT 9.00 22500.00
65 DO as above but for grit . 2500.00 SMT 8.00 20000.00
66
Providing &Laying NP-3 Class 300mm
R.C.C hume pipe of approved size with
for road crossing including excavation
up to 1500 to 2000mm depth & refilling
the trench, joining the pipes with C.M
(1:1) & filling 150mm thick concrete
(1:4:8) below joints, curing etc complete
as directed.
200.00 RMT 449.00 89800.00
67 Do but for 600mm R.C.C. hume pipe 12.00 RMT 1298.00 15576.00
68
69
70
Providing, supplying, fabricating &
erecting chain link fencing panel of size
2400 X 200Omm. made from
75X75mm & 10 Gauge G.I. Chain links
&50X50X6mm. angle including
fixing the chain B136link in angle
frame by means of 40X3mm. M.S. Flat
welded to angle frame drilling to holes
in angle frame & flat & fixing the same
with angle post in line level & plumb by
means of 10mm. dia. bolts frame & flat
& nuts, 3 coats of oil painting to
angle iron etc., completed as per
drawing & as directed by E.I.C. (ALL
THESE MATERIALS LIKE M.S. FLAT,
CHAINLINK FENCING, M.S. ANGLES,
BOLTS, NUTS, WILL HAVE TO BE
SUPPLIED BY THE CONTRACTOR.)
Providing & fixing G.I. Barbed wire
fencing (12/14 Gauge) having mass
and uniformity of Zinc coating &
specifications shall be as per IS
2140 – 1978 & IS 4826 – 1979 code
with minimum 70 micron coating having
3 horizontal rows, fixing with angle
posts by means of G.I. U pins or with
R.C.C. poles by 14 Gauge G.I. Wire as
per drawing etc, complete as directed
by EIC.
Providing and fixing best quality of
H.D.P.E. PIPE of approved ISS quality
with all accessories, fittings, jointing etc.
suitable for laying cables etc. complete
as directed by E.I.C. 63 mm dia. Outer
10 kg/cm2
2600.00 KG 58.00 150800.00
80.00 RMT 25.00 2000.00
200.00 RMT 173.00 34600.00
71 Do-32 mm dia. Outer 10 kg/cm2 175.00 RMT 58.00 10150.00
72
Providing & laying approved quality `A'
Class R.C.C. hume pipe including
necessary excavation, refilling the
150.00 RMT 247.00 37050.00

73
74
75
trenches, laying 150mm.thick
B.B.C.C.(1:4:8) below joints up to half
the height of joints making water tight
joints in C.M.(1:1) curing etc., complete
as directed by E.I.C.) 150mm.dia. Pipe
Providing & fixing FINOLEX brand or
equivalent approved quality rigid P.V.C.
pipe for rain water including necessary
fittings like bends, shoe, cowl etc. &
fixing the pipes to the wall in plumb by
means of G.I. Clamps of 18 gauge
sheet at 1 to 1.5 meter distance, filling
the joints with approved solution
complete as directed by E.I.C.for
-140 mm O.D. PVC pipe
Setting of template & foundation bolts in
line and level before concreting of
foundation and making arrangement of
fixing template in such a way as it
remains in position during concreting
etc. comp. As directed by EIC. The rate
includes supplying & fabricating of
templates as per template drawing
including all materials, tools, tackles, &
labour required for that. No extra
payments for preparation of templates
will be made. The templates prepared
will be the property of the agency.
Supply, fabrication, cutting, threading
including hot dip galvanizing including
supply of MS rods of appropriate size
for foundation bolts with two nos. of
Nuts for each foundation bolts as per
drawings / instructions of EIC.
250.00 RMT 173.00 43250.00
600.00 NO 58.00 34800.00
12400.00 KG 79.00 979600.00
TOTAL ESTIMATED COST Rs 35044562.00
Note: Service tax shall be reimbursed on production of proof of such payments made by the
contractor to the appropriate department.
CHIEF ENGINEER (Proj.)
GETCO: HO: BARODA
I/We have read and clearly understood the terms, conditions, Schedule ‘B’ and
Technical specifications put by GETCO on WEB site.
I/We hereby accept all the conditions and specifications of this tender document, and
accordingly,
I/We am/are willing to carry out the work at _________________% (in words
______________percentage) above/below the estimated cost. Accordingly the total
amount of my/our tender works out to Rs.____________________
(Rupees__________________ ___________________)
SIGNATURE OF CONTRACTOR.
(With rubber stamp/seal of the company)