10.PRICE BID 3.Sub Station
-
Upload
leilani-johnson -
Category
Documents
-
view
224 -
download
0
Transcript of 10.PRICE BID 3.Sub Station
-
8/18/2019 10.PRICE BID 3.Sub Station
1/153
Rate
Both figures and in words
A) Earth work Excavation
1
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton,
hard red earth, shale’s, murram etc. except hard rock requiring blasting for
foundation and depositing within the campus with a lead of upto 100 meters in
levelled layer with all leads and lifts including cost of all labour materials equipment
and all other incidental charges like cribs, sheeting, shoring, bracing, providing
protective bunds, cofferdams, baling out water and other items which may be
necessary or convenient to the successful completion of the excavation to the
bottom of the drain removing of all logs, stumps, grubs and other deleterious matter
and obstruction including trimming bottom of excavation, cost of any cleaning
grubbing removing slips and blows if any and any surplus materials which may have
to be thrown up during the process of excavation including setting out all labour
materials, hire and fuel charges for all tools and plants, equipment, safe guards,
and incidental necessary to complete the work and subsequent removal and
cleaning the excavated materials protective bunds and cofferdams etc., as per
Standard Specification.
a) Upto 2.0 Metre depth below average ground level. Cum 480
b) Beyond 2.0 Metre depth and upto 3.0 Metre depth below average ground level.
Cum 160
c) Beyond 3.0 Metre depth and upto 4.0 Metre depth below average ground level.
Cum 50
3
Carting out and disposing of the excess contaminated earth from the proposed site
to the assigned destination any where within the factory premises including loading,
unloading & levelling etc., complete in all respects Cum 240
4
Forming Embankment using Brought out earth (97% Proctor Density)
Forming embankment by transporting approved soil with required lead having a
CBR value of not less than 8% and minimum Dry Density not less than 1750 Kg/cum
which has to be compacted properly and form a stable embankment including cost
and labour for proper setting out, stripping and storing the top soil, compacting the
original ground by vibratory roller of required -capacity to have a relative compactionof required proctor density, spreading the materials uniformly over the entire width of
embankment including over section margin required for roller passing in layers of not
exceeding 200 mm compacted thickness, breaking clods, watering with all leads for
water, compacting to 97% proctor density for the soil under optimum moisture
content with moisture content adjusted in the range of one percent (1%) above and
two percent (2%) below the optimum moisture content determined as per
ELECTRONICS CORPORATION OF TAMILNADU LTD
(3)SUBSTATION,DGFOUNDATIONS
PROPOSED DATA CENTRE AT PERUNGUDI
.No Description Unit Qty Amount (Rs)
-
8/18/2019 10.PRICE BID 3.Sub Station
2/153
IS:2720 (Part VII) with power roller/ vibrator roller rolling and using other
construction equipment approved by the engineer-in-charge and finishing the
embankment at 97% proctor density including compaction to specified requirement,
working in narrow width of embankment including hire and fuel charges for all tools
and plants and all other incidental charges etc. complete as per Standard
Specification for road embankment. (The Contractor has to make his ownarrangement for the required quantity of soil and cost and transportation of earth
including loading and unloading, etc.).
Cu.m 160
5
Providing Pre-constructional anti- termite treatment and creating a chemical barrier
to the building by injecting chemical emulsion of required concentrations under raft
slab and beam, under Cellular raft slab, alround the footings, column pits, trenches,
pits, tunnels, wall trenches, back fill, plinth filling, junction of wall and floor, side walls
of foundation, external perimeter of building, surrounding of pipes expansion joints,
etc. as per IS specification and as per the instructions of chemical manufacturer and
all as directed. The treatment shall be carried out strictly in accordance with the
technical specification and conforming to IS 6313 or equivalent BS specification.
The chemical to be used as insecticides for the treatment shall be
CHLOROPYRIPHOS 20% (or) 50% EC and the application shall be dilute one part
of chemical 20% or 50% EC with 19 or 49 parts of water to get 1% emulsion and
strictly in accordance with the manufacturer's specification.
Note : Horizontal plan area at the top of cellular raft/ raft slab level of the building will
be measured. sqm 105
6 Providing and laying of sand filling in layers of 150mm thick including watering and
compacting all as per standard specification. cum 60
Total C/o to Summary : Rs.
B CONCRETER
1
Providing and laying plain cement concrete 1:4:8(one part of cement, four part of
sand and eight part of stone jelly) using 40mm size hard broken blue granite stone
jelly for foundation and plinth beam base all as per standard specification. Cum 70
2
Providing & laying cast-in-situ controlled reinforced concrete of the following
grades using 20 mm and down size coarse graded machine crushed hard stone
aggregate including designing the mix, weigh batching, mechanical mixing,
transporting and placing at all lifts, vibrating, consolidating, curing and finishing
smooth as required all exposed faces, complete for the following RC structural and
other elements including centering, shuttering, form work either straight, curved,
plain, tapered or sloped, supplying and mixing admixtures, dewatering wherever
necessary, the cost of all complete materials, labour, all leads and lifts, tools, plant
and machineries, hire and fuel charges and all other incidental charges etc
-
8/18/2019 10.PRICE BID 3.Sub Station
3/153
Specifications, drawings and as directed, but excluding steel reinforcement, IRC
mesh, insert plates which will be paid for separately under relevant items.The rates
quoted shall hold good for all foundations at any depth, flooring, all floors, heights,
levels, elevation, below ground level, basement, trenches, pits, tunnels etc. The
designing of concrete mix for different grades of controlled concrete should be done
in accordance with latest IS - SP 23. (Hand book on concrete mix design) in thefield laboratory and the same should be got approved by the Engineer. Grade of
concrete for all concrete works specified in BOQ should be invariably followed :
M-30 Grade :
a upto Ground lvl cum 140
b above Ground lvl (G.F) cum 75
3
Supplying and fixing of Precast slab for the following thickness made in
CC 1:1.5:3 (One cement, one and half fine aggregate and three coarse
aggregate) using 20mm size hard broken stone jelly including the cost ofslab, moulding, laying,finishing smooth on exposed surfaces, curing,
transportation, pointing, and also providing necessary MS angles of
required size based on the thickness of precast slab and to be fixed on the
edges of the precast slab including grouting the lugs with Cement concrete
1:1.5:3, for approach slab and other similar works but excluding the cost
of reinforcement and MS angles and as complete with all respects
complying with relevant standard specification, as directed by the Engineer-
Inchar e.
cum 5
Total C/o to Summary : Rs.
C IRON AND STEEL WORKER
1
Supply, fabricate by straightening, cutting, bending to size, place in position and tiewith 18G binding wire for steel reinforcement for all RCC works using RTS bars of
Fe 500 grade for steel reinforcements all as per standard specification kg 39
2
Supplying, fabricating and fixing in position inserts comprising edge angle, MS
angles, plates, tees, flats and other structural steel sections, holding down bolts,
anchor bolts, anchor plates, pipe sleeves etc., in all cement concrete works at all
levels and heights above finished floor level in foundation, trenches, pits, tunnels, lift
pits etc., below finished floor level including cutting, bending to shape fabricating,
drilling, threading, welding lugs etc., with all tools, tackles and labour as per design
or as directed including a coat of primer of approved quality and painting the
exposed surface with two coats of synthetic enamel paint of approved quality and
colour etc., all complete as per drawings and as directed.
kg 1
-
8/18/2019 10.PRICE BID 3.Sub Station
4/153
3
Supplying, fabricating and placing in position M.S.chequered plate of
required thickness for duct closing and shafts closing at all floors at all
levels with necessary supports such as M.S. angles/M.S. flats including
stiffeners to be placed on angle iron frame work. (Frame work, angles,
stiffeners will be measured under relevant structural steel item). Rate shall
include making necessary cutouts for inserts, All MS members shall be
painted with one coat of red oxide primer of approved quality. etc all
complete complying with relevant standard specifications & as directed by
the En ineer-Inchar e.
kg 3
4
Supplying, fabricating and placing in position M.S.chequered plate of
required thickness for duct closing and shafts closing at all floors at all
levels with necessary supports such as M.S. angles/M.S. flats including
stiffeners to be placed on angle iron frame work. (Frame work, angles,
stiffeners will be measured under relevant structural steel item). Rate shall
include making necessary cutouts for inserts, All MS members shall be
painted with one coat of red oxide primer of approved quality. etc allcomplete complying with relevant standard specifications & as directed by
the En ineer-Inchar e.
kg 3
Total C/o to Summary : Rs.
D MASONRY WORKS
1 Cement Concrete Solid Block Masonry in cement mortar 1:5 ( one
cement and five coarse sand ) 400mm thick upto Plinth level using
precast machine moulded blocks at all levels using standard size of 390 x
190 mm of solid cement concrete blocks with minimum compressive
strength of 50Kg/Sq.cm conforming to IS 2185 or equivalent BS including
all scaffolding, staging, curing, and all leads etc. complete and as directed
b the de artment officers/Architect.
Cum 20
2
Providing and construction of Brick work in cement mortar 1:5 (One part of cement
and five part of sand) using chamber burnt bricks of size 9” x 4½“ x 3” for
superstructure including curing etc. as per standard specification.
Ground floor Cum 33Terrace floor Cum 5
3
Providing and construction of Brick partition wall 115mm in cement mortar 1:3 (one
part of cement and three part of sand) using chamber burnt bricks of size 9“x 4½“ x
3” for superstructure including curing etc. as per standard specification. Sqm 15
Total C/o to Summary : Rs.E SHUTTERING WORKS
1
Providing and erecting centering for all RCC members with steel centering sheets/
plywood sheets, including strutting propping etc. as required and de-centering after
the specified dates for the concerned RCC members and clearing out all the
centering materials etc, complete all as per standard specification.
a for Plain surfaces & Slabs at all levels sqm 250
b for columns at all levels sqm 370c for walls at all levels sqm 350
Total C/o to Summary : Rs.
-
8/18/2019 10.PRICE BID 3.Sub Station
5/153
F PLASTERING WORKS
1
Providing and plastering with cement mortar 1:3(one part of cement and three part
of sand), 12mm thick on the exposed surfaces of RCC members including hacking
the concrete surface for proper bonding etc. complete all as per standard
specification.
sqm 200
2Providing and plastering with cement mortar 1:3 (one part of cement and three partof sand), 12mm thick for the interior faces of brick wall all as per standard
specification.sqm 215
3
Providing and plastering with cement mortar 1:4 (one part of cement and four part of
sand), 15mm thick for the exterior faces of brick wall all as per standard
specification.sqm 215
Total C/o to Summary : Rs.
G PAINTING AND FINISHING WORKS
1
Applying white washing three coats to ceilings and beams with pure shell
lime or fat lime conforming to IS-712 all as per Specification and as
directed.
sqm 200
2
Providing two coats of Plastic emulsion paint to walls of approved colour
over a coat of water based primer including preparation of surface by
thorough cleaning and wetting and applying Birla putty to fill alll the
undulations in the plastering & as per manufacturer’s specification fully to
give an even shade & texture before painting and curing as per
manufacturers s ecifications and as directed.
sqm 215
3
Providing two coats of first quality weather proof cement paint to the
external surfaces of approved make and colour over a priming coat of
white colour weather proof cement paint or any primer specified by the
manufacturer including preparation of surface by thorough cleaning and
wetting before painting and curing all as per manufacturer`s specificationsand as directed. Snowcem cement aint
sqm 215
3 Synthetic Enamel Paint of approved quality and colour including a primingcoat including the cost all materials etc.,complete, in all floors.
sqm 35
Total C/o to Summary : Rs.
H FLOORING WORKS:
9
Screed concrete below flooring 50 mm thick in cement concrete 1:2:4)(one
part of cement, two part of sand and four part of stone jelly) using 6 mm to
10 mm granite stone chips and top finished with steel trowels to the
re uired level and finish.
sqm 120
Providing and laying in panels not more than 20 sqm. in plan granolithic
flooring with cement concrete 1:2:4 by using coarse graded aggregate of
6 to 12 mm size laid monolithic with floor concrete and finished smooth
with power trowel including preparation of concrete surface and form work.
The screed shall be laid for effective separation of panels not exceeding 20
sqm. in plan etc. complete as per Specifications and as directed.
Unevenness in floor finish shall not exceed +2mm in one squaremetre
area. Rate to include lead , lift at all levels, pumping, placing, necessary
formwork, curing etc., all complete complying with relevant standard
specifications & as directed by the Engineer-Incharge.
sqm 120
-
8/18/2019 10.PRICE BID 3.Sub Station
6/153
Total C/o to Summary : Rs.
I JOINERY WORKS
1
Supply and fixing aluminium anodised Sliding / openable windows confirmed to
ISI specification with all fittings including supplying and fixing 6 mm thick plain glass,
accessories,fixtures all complete as per the directions of the Engineer in charge. Sqm 33
2
Supply and fixing aluminium louvered ventilators confirmed to ISI specification
with al l f it tings including supplying and f ixing 6 mm thick plain
glass,accessories,fixtures all complete as per the directions of the Engineer in
charge.
(0.6 0.6) sqm 7
H JOINERY WORKS
1Supplying and providing motorised gear operated rolling shutters
conformin to the s ecifications iven belowSHUTTER CURTAIN:
75 1.25 .GUIDE CHANNEL:
10 (3) 65 3.5 . , 75
3.5 . 6.00 . 100
6 . .
BOTTOM PLATE :
125 10 (3) 35 35 6
5 .
5 . .
BRACKET PLATE : :
&
2.3 . 300 300 3.15
2.3 2.6 . 325 325 3.15
2.6 3.0 . 350 350 3.15
3.0 3.5 . 375 375 3.15
3.5 4.5 . 400 400 6.00
4.5 5.5 . 450 450 6.00
5.5 6.5 . 500 500 10.00 6.5 . .
SHAFT:
2.00 . 42 .
2.00 . 3.00 . 48 .
3.00 . 6.00 . 63 .
-
8/18/2019 10.PRICE BID 3.Sub Station
7/153
25 35 (6 )
150 200 35
6 4 6 . .
200 300 .
HOOD:
0.90
25253 .
FINISH:
.
) 1 (3.5 4.5) Each 15.75
5 Providing and fixing of Hollow metal non fire rated doors as per BS 476part-22 for stability and integrity. Pressed Galvanized steel confirming to IS
277 with the following specification. Recommended fire door shall have
doors tested and third party certified by CERTIFIRE or equivavelent, for
maximum rating of 120Mins. with vision panel. Labled doors with
certifiaction shall be with vision glass as a part of complete assembly.
Manufacturer test certificate shall cover doors both single and double leaf
and all doors supplied shall be within the tested specimen, deviation in
specification and sheet thickness other than what is mentioned in the test
certificates are not allowed. Proper label confirming the type of door and
the hourly rating is mandatory. Approved manufacturer or approved
e uivalent.Door frame shall be double rebate profile of size 143 x 57 mm made out of
1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be
Mitered and field assembled with self tabs. All provision should be
mortised, drilled and tapped for receiving appropriate hardware. Rubber
door silencers should be provided on the striking jamb. Frames should be
provided with back plate bracket and anchor fasteners for installation on a
finished plastered masonry wall opening. Once frame installed should be
grouted with cement & sand slurry 1:2 ratio necessary for fire doors on the
clear masonr o enin .
-
8/18/2019 10.PRICE BID 3.Sub Station
8/153
Door leaf shall be 46mm thick fully flush double skin door with or without
vision lite. Door leaf shall be manufactured from 1.2mm (18guage)
minimum thick galvanised steel sheet. The internal construction of the door
should be rigid reinforcement pads for receiving appropriate hardware. The
infill material shall be resin bonded honeycomb core. All doors shall be
factory prepped for receiving appropriate hardware and provided withnecessary reinforcement for hinges, locks, and door closers. The edges
should be interlocked with a bending radius of 1.4mm. For pair of doors
astragals has to be provided on the meeting stile for both active and
inactive leaf. Vision lite wherever applicable should be of size 200x300mm
with a beeding and screws from inside. The glass should be 6mm clear
borosilicate fire rated glass of relavant rating of the door.
All doors and frames shall be finished with polyurethane aliphatic grade
paint of approved colour. The door leaf and frame shall have passed
minimum 250 hours of salt s re test.Rate should include supply and installation of door and hardware set as
mentioned in the door and hardware schedule.Single leaf of size : 1200x2400mm with (200x300) vision panel with
hardware set # 1Hardware Set 1
4 nos-CE 4330 Ball Bearing but hinge 4'' x 3'' x 3mm CE marked in SSS
1 no -Pushbar panic latch 1211, suitable for door width up to 1200mm,
Silver finishI no -1185 WC External locking arrangement ELA with lever handle
prepared for euro profile cylinder.one pair NMK 5542C-S 5pin EP half cyl. L=42mm one side key in SNP
(Non-master keyed)1 no 5000 series labled door closer 5014 size 1-4 BC, with std arm in silver
5.8 mtr Self adhesive sponge seal for frames 188S, Black sqm 5Total C/o to Summary : Rs.
M MISCELLANEOUS ITEMS
1
Weathering coarse with brick jelly lime concrete at 32:12.5 ratio prportion using
20mm size brick jelly in pure slaked lime (no sand to be added) for average depth of
80mm for roof weathering coarse.
cum 18
2
Finishing the top of roof slab with one course of machine pressed tiles 20cm x 20cm
x 2cm set in CM 1:3(one part of cement and three part of sand) and pointed with
1:3(one part of cement and three part of sand) mixed with water proofing compound
for weathering course all as directed by the Engineer-in-charge.
sqm 110
3
Providing and fixing PVC Down take pipe of specified dia below and
approved make as water down take pipe with all with special PVC clamps ,
necessary bends and shoes,bends,elbows,anchor bolts and all other
specials, accessories and joints with solvent cement solution according to
manufacturer’s s ecification.
-
8/18/2019 10.PRICE BID 3.Sub Station
9/153
110mm dia (4kg/sqm class for rain water downtake) RM 10160mm dia (6kg/sqm class for rain water downtake) RM 5
4
Supplying and fixing 50mm dia. and 150mm or more long PVC spouts in sun
shades of approved make and tint all as per specification and as directed. Each 6
5
Construction of inspection chamber with best quality bricks with 230mm
wall thickness up to 1.5 M depth, and 345mm wall thicknes for depth
deeper than 1.5 M in CM1:4(one part of cement and five part of sand )
over a bed of 150mm thick PCC 1:4:8 (one part of cement,four part of sand
and eight part of stone jelly)for 1.0M depth, 200mm thick for depth 1.0M to
2.0M and 300mm thick for depth more than 2.0M , wall plastered smooth in
CM 1:3 (one part of cement and three part of sand) 12mm thick inside,
and outside with rougth plastering, including 600x600 SFRC cover slab
and frame-100kg, necessary excavation and refilling in any type of soil,
including benching and channelling in PCC1:3:6(one part of cement,three
part of sand and six part of stone jelly). Supplying and fixing provideinsulated CI steps at 300mm intervel for depth more than 0.8M
a 450x450 mm Each 2
b 600x600 mm Each
Total C/o to Summary : Rs.
Total Buiding cost : Rs.
-
8/18/2019 10.PRICE BID 3.Sub Station
10/153
-
8/18/2019 10.PRICE BID 3.Sub Station
11/153
-
8/18/2019 10.PRICE BID 3.Sub Station
12/153
-
8/18/2019 10.PRICE BID 3.Sub Station
13/153
-
8/18/2019 10.PRICE BID 3.Sub Station
14/153
-
8/18/2019 10.PRICE BID 3.Sub Station
15/153
-
8/18/2019 10.PRICE BID 3.Sub Station
16/153
-
8/18/2019 10.PRICE BID 3.Sub Station
17/153
-
8/18/2019 10.PRICE BID 3.Sub Station
18/153
-
8/18/2019 10.PRICE BID 3.Sub Station
19/153
-
8/18/2019 10.PRICE BID 3.Sub Station
20/153
-
8/18/2019 10.PRICE BID 3.Sub Station
21/153
-
8/18/2019 10.PRICE BID 3.Sub Station
22/153
-
8/18/2019 10.PRICE BID 3.Sub Station
23/153
-
8/18/2019 10.PRICE BID 3.Sub Station
24/153
-
8/18/2019 10.PRICE BID 3.Sub Station
25/153
-
8/18/2019 10.PRICE BID 3.Sub Station
26/153
-
8/18/2019 10.PRICE BID 3.Sub Station
27/153
-
8/18/2019 10.PRICE BID 3.Sub Station
28/153
-
8/18/2019 10.PRICE BID 3.Sub Station
29/153
-
8/18/2019 10.PRICE BID 3.Sub Station
30/153
-
8/18/2019 10.PRICE BID 3.Sub Station
31/153
-
8/18/2019 10.PRICE BID 3.Sub Station
32/153
-
8/18/2019 10.PRICE BID 3.Sub Station
33/153
-
8/18/2019 10.PRICE BID 3.Sub Station
34/153
-
8/18/2019 10.PRICE BID 3.Sub Station
35/153
-
8/18/2019 10.PRICE BID 3.Sub Station
36/153
-
8/18/2019 10.PRICE BID 3.Sub Station
37/153
-
8/18/2019 10.PRICE BID 3.Sub Station
38/153
-
8/18/2019 10.PRICE BID 3.Sub Station
39/153
-
8/18/2019 10.PRICE BID 3.Sub Station
40/153
-
8/18/2019 10.PRICE BID 3.Sub Station
41/153
-
8/18/2019 10.PRICE BID 3.Sub Station
42/153
-
8/18/2019 10.PRICE BID 3.Sub Station
43/153
-
8/18/2019 10.PRICE BID 3.Sub Station
44/153
-
8/18/2019 10.PRICE BID 3.Sub Station
45/153
-
8/18/2019 10.PRICE BID 3.Sub Station
46/153
-
8/18/2019 10.PRICE BID 3.Sub Station
47/153
-
8/18/2019 10.PRICE BID 3.Sub Station
48/153
-
8/18/2019 10.PRICE BID 3.Sub Station
49/153
-
8/18/2019 10.PRICE BID 3.Sub Station
50/153
-
8/18/2019 10.PRICE BID 3.Sub Station
51/153
-
8/18/2019 10.PRICE BID 3.Sub Station
52/153
-
8/18/2019 10.PRICE BID 3.Sub Station
53/153
-
8/18/2019 10.PRICE BID 3.Sub Station
54/153
-
8/18/2019 10.PRICE BID 3.Sub Station
55/153
-
8/18/2019 10.PRICE BID 3.Sub Station
56/153
-
8/18/2019 10.PRICE BID 3.Sub Station
57/153
-
8/18/2019 10.PRICE BID 3.Sub Station
58/153
-
8/18/2019 10.PRICE BID 3.Sub Station
59/153
-
8/18/2019 10.PRICE BID 3.Sub Station
60/153
-
8/18/2019 10.PRICE BID 3.Sub Station
61/153
-
8/18/2019 10.PRICE BID 3.Sub Station
62/153
-
8/18/2019 10.PRICE BID 3.Sub Station
63/153
-
8/18/2019 10.PRICE BID 3.Sub Station
64/153
-
8/18/2019 10.PRICE BID 3.Sub Station
65/153
-
8/18/2019 10.PRICE BID 3.Sub Station
66/153
-
8/18/2019 10.PRICE BID 3.Sub Station
67/153
-
8/18/2019 10.PRICE BID 3.Sub Station
68/153
-
8/18/2019 10.PRICE BID 3.Sub Station
69/153
-
8/18/2019 10.PRICE BID 3.Sub Station
70/153
-
8/18/2019 10.PRICE BID 3.Sub Station
71/153
-
8/18/2019 10.PRICE BID 3.Sub Station
72/153
-
8/18/2019 10.PRICE BID 3.Sub Station
73/153
-
8/18/2019 10.PRICE BID 3.Sub Station
74/153
-
8/18/2019 10.PRICE BID 3.Sub Station
75/153
-
8/18/2019 10.PRICE BID 3.Sub Station
76/153
-
8/18/2019 10.PRICE BID 3.Sub Station
77/153
-
8/18/2019 10.PRICE BID 3.Sub Station
78/153
-
8/18/2019 10.PRICE BID 3.Sub Station
79/153
-
8/18/2019 10.PRICE BID 3.Sub Station
80/153
-
8/18/2019 10.PRICE BID 3.Sub Station
81/153
-
8/18/2019 10.PRICE BID 3.Sub Station
82/153
-
8/18/2019 10.PRICE BID 3.Sub Station
83/153
-
8/18/2019 10.PRICE BID 3.Sub Station
84/153
-
8/18/2019 10.PRICE BID 3.Sub Station
85/153
-
8/18/2019 10.PRICE BID 3.Sub Station
86/153
-
8/18/2019 10.PRICE BID 3.Sub Station
87/153
-
8/18/2019 10.PRICE BID 3.Sub Station
88/153
-
8/18/2019 10.PRICE BID 3.Sub Station
89/153
-
8/18/2019 10.PRICE BID 3.Sub Station
90/153
-
8/18/2019 10.PRICE BID 3.Sub Station
91/153
-
8/18/2019 10.PRICE BID 3.Sub Station
92/153
-
8/18/2019 10.PRICE BID 3.Sub Station
93/153
-
8/18/2019 10.PRICE BID 3.Sub Station
94/153
-
8/18/2019 10.PRICE BID 3.Sub Station
95/153
-
8/18/2019 10.PRICE BID 3.Sub Station
96/153
-
8/18/2019 10.PRICE BID 3.Sub Station
97/153
-
8/18/2019 10.PRICE BID 3.Sub Station
98/153
-
8/18/2019 10.PRICE BID 3.Sub Station
99/153
-
8/18/2019 10.PRICE BID 3.Sub Station
100/153
-
8/18/2019 10.PRICE BID 3.Sub Station
101/153
-
8/18/2019 10.PRICE BID 3.Sub Station
102/153
-
8/18/2019 10.PRICE BID 3.Sub Station
103/153
-
8/18/2019 10.PRICE BID 3.Sub Station
104/153
-
8/18/2019 10.PRICE BID 3.Sub Station
105/153
-
8/18/2019 10.PRICE BID 3.Sub Station
106/153
-
8/18/2019 10.PRICE BID 3.Sub Station
107/153
-
8/18/2019 10.PRICE BID 3.Sub Station
108/153
-
8/18/2019 10.PRICE BID 3.Sub Station
109/153
-
8/18/2019 10.PRICE BID 3.Sub Station
110/153
-
8/18/2019 10.PRICE BID 3.Sub Station
111/153
-
8/18/2019 10.PRICE BID 3.Sub Station
112/153
-
8/18/2019 10.PRICE BID 3.Sub Station
113/153
-
8/18/2019 10.PRICE BID 3.Sub Station
114/153
-
8/18/2019 10.PRICE BID 3.Sub Station
115/153
-
8/18/2019 10.PRICE BID 3.Sub Station
116/153
-
8/18/2019 10.PRICE BID 3.Sub Station
117/153
-
8/18/2019 10.PRICE BID 3.Sub Station
118/153
-
8/18/2019 10.PRICE BID 3.Sub Station
119/153
-
8/18/2019 10.PRICE BID 3.Sub Station
120/153
-
8/18/2019 10.PRICE BID 3.Sub Station
121/153
-
8/18/2019 10.PRICE BID 3.Sub Station
122/153
-
8/18/2019 10.PRICE BID 3.Sub Station
123/153
-
8/18/2019 10.PRICE BID 3.Sub Station
124/153
-
8/18/2019 10.PRICE BID 3.Sub Station
125/153
-
8/18/2019 10.PRICE BID 3.Sub Station
126/153
-
8/18/2019 10.PRICE BID 3.Sub Station
127/153
-
8/18/2019 10.PRICE BID 3.Sub Station
128/153
-
8/18/2019 10.PRICE BID 3.Sub Station
129/153
-
8/18/2019 10.PRICE BID 3.Sub Station
130/153
-
8/18/2019 10.PRICE BID 3.Sub Station
131/153
-
8/18/2019 10.PRICE BID 3.Sub Station
132/153
-
8/18/2019 10.PRICE BID 3.Sub Station
133/153
-
8/18/2019 10.PRICE BID 3.Sub Station
134/153
-
8/18/2019 10.PRICE BID 3.Sub Station
135/153
-
8/18/2019 10.PRICE BID 3.Sub Station
136/153
-
8/18/2019 10.PRICE BID 3.Sub Station
137/153
-
8/18/2019 10.PRICE BID 3.Sub Station
138/153
-
8/18/2019 10.PRICE BID 3.Sub Station
139/153
-
8/18/2019 10.PRICE BID 3.Sub Station
140/153
-
8/18/2019 10.PRICE BID 3.Sub Station
141/153
-
8/18/2019 10.PRICE BID 3.Sub Station
142/153
-
8/18/2019 10.PRICE BID 3.Sub Station
143/153
-
8/18/2019 10.PRICE BID 3.Sub Station
144/153
-
8/18/2019 10.PRICE BID 3.Sub Station
145/153
-
8/18/2019 10.PRICE BID 3.Sub Station
146/153
-
8/18/2019 10.PRICE BID 3.Sub Station
147/153
-
8/18/2019 10.PRICE BID 3.Sub Station
148/153
-
8/18/2019 10.PRICE BID 3.Sub Station
149/153
-
8/18/2019 10.PRICE BID 3.Sub Station
150/153
-
8/18/2019 10.PRICE BID 3.Sub Station
151/153
-
8/18/2019 10.PRICE BID 3.Sub Station
152/153
-
8/18/2019 10.PRICE BID 3.Sub Station
153/153