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Tender Value
₹162.5 Cr
EMD Value
₹15 L
Closing Date
2 Jun 2026, 4:00 pmClosed
Additional Chief Engineer (P&C)
Supply, Erection, Testing, and commissioning of 66kV equipments & materials on Turnkey basis including civil works for 66kV Substations and associated transmission lines (OH only) (Package-3 i.e. Mehsana Zone and Surendranagar Circle).
299335
ACE(P&C)/Contract/E-450/66kV SS & OH TL/Turnkey
Open
Electrical Works
Works
Vadodara
49 documents required · 33 mandatory · 16 optional
₹11,800
Gujarat Energy Transmission Corporation Limited
₹15 L
11 May 2026
11 May 2026
11 May 2026
2 Jun 2026
11 May 2026
Name of work :Civil BOQ for the work of "66kV Class EPC Package -3 for 16 nos.
of 66kV substations for Construction of Control Room Building, Foundations,
Cable Trench, Compound Wall, RCC Road, metal spreading & Misc. civil works at
various substation under jurisdiction of Nadiad Circle, Himmatnagar Circle
,Mehsana circle and Palanpur circle under Mehsana Zone and Surendranagar
SCHEDULE-B:- FOR CIVIL WORKS
DESCRIPTION Qty Unit
[A] EXCAVATION, FILLING AND EARTH WORK
1 Earth work in cutting in all sorts of soil and soft/hard murrum &
soft rock/hard rock including conveying,breaking boulders in
small piece and spreading the stuff,embankment as and where
directed within & any mtrs.from the end of the cuttung with all
required lead and lift,including filling,watering,consolidating
spreaded soil anrd rolling of filled earth work in 200 mm thick
layers at OMC to required density consoladation with power
roller 8 to 10 T.including filling in depressions which occur 12046.00 CMT
during the process,including watering of earthwork etc.as
directed by EIC.(Only cutting measurement will be Paid
)including throwing away the extra stuff to out side premises
any lead etc. complete.
2 Excavation for foundation in trenches up to 1.5m depth
including sorting out and stacking of useful materials, back
filiing in trenches, watering,ramming and disposing of the 10892.00 CMT
excavated stuff with in or out side premises up to any lead
for Loose or soft soil
3 Excavation for foundation for depth from 1.5 Mt to 3 Mt. depth
including sorting out and stacking of useful materials, back
filiing in trenches,watering,rammimg and disposing of the 1159.00 CMT
excavated stuff with in or out side premises up to any lead for
Loose or Soft Soil
DESCRIPTION Qty Unit
4 Excavation for foundation for depth up to 1.5m Mt. depth
including sorting out and stacking of useful materials, Back filling in
trenches and disposing of the excavated stuff up to any lead,
drssing,rolling watering & lift. No extra payment shall be made for
disposing of extra excavated earth from s/s premises or switch
yard. For Hard or Dense soil
5 Excavation for foundation for depth up to 1.5m Mt. depth
including sorting out and stacking of useful materials, Back filling in
trenches and disposing of the excavated stuff up to any lead,
drssing,rolling watering & lift. No extra payment shall be made for
disposing of extra excavated earth from s/s premises or switch
yard. For Hard murrum
6 Excavation for foundation for depth up to 1.5m Mt.depth
including sorting out and stacking of useful materials, Back
filling in trenches,,watering,rammimg and disposing of the
excavated stuff in or out side premises up to any lead ,No 4668.00 CMT
extra payment shall be made for disposing of extra excavated
earth from s/s premises or switch yard for (A) Soft Rock not
required blasting
7 Excavation for foundation for depth from 1.5 Mt to 3 Mt. depth
including sorting out and stacking of useful materials, back
filiing in trenches,watering,rammimg and disposing of the
excavated stuff with in or out side premises up to any lead for
(A) Soft Rocknot required blasting
8 Excavation for foundation up to 1.50 m Depth including
sorting out and stacking of useful materials & Refilling the
sides of the trenches and disposing of the excavated stuff up
to any lead - Hard Rock
9 Excavation for foundation depth from 1.5 Mt to 3 Mt. Depth
including sorting out and stacking of useful materials &
Refilling the sides of the trenches and disposing of the 183.00 CMT
excavated stuff up to any lead -Hard Rock
10 Excavation for foundation for depth from 1.5 Mt to 3 Mt. depth
including sorting out and stacking of useful materials, Back filling in
trenches and disposing of the excavated stuff up to any lead No
extra payment shall be made for disposing of extra excavated earth
from s/s premises or switch yard. For Hard or Dense soil
DESCRIPTION Qty Unit
11 Excavation for foundation for depth from 1.5 Mt to 3 Mt. depth
including sorting out and stacking of useful materials, Back filling in
trenches and disposing of the excavated stuff up to any lead No
extra payment shall be made for disposing of extra excavated earth
from s/s premises or switch yard. For Hard murrum
12 Drilling of bore of 600 mm diameter as per approved design in
all type of strata for bore of RCC cast-in-situ type bored piles
including procurement and using Bentonite and/ or other
equivalent compound as required. (no extra payment shall be
made for empty bore i.e. from FGL to EGL) with all plants and
13 Drilling of bore of 450 mm diameter as per approved design in
all type of strata for bore of RCC cast-in-situ type bored
piles including procurement and using Bentonite and/ or other
equivalent compound as required. (no extra payment shall be
made for empty bore i.e. from FGL to EGL) with all plants and
14 Filling in plinth/trenches & yard with earth in 200mm, thick
layers including watering, ramming, consolidating etc.,
complete as directed by EIC. - Excavated earth from 18.00 CMT
foundation. The item rate includes all leads & lifts.
15 Filling in plinth/trenches & yard with earth in 200mm, thick
layers including watering, ramming, consolidating etc.,
complete as directed by EIC. -but yellow earth/murrum of 3274.00 CMT
approved quality brought from out side at any lead.. The item
rate includes all leads & lifts.
16 Earthwork for filling in yard including breaking clods, dressing
with all leads and lift, micro leveling,watering (including
watering and consolidation with Rollers). Including all Labour
charges & approved quality of Earth/Murrum brought from
out side at any lead.(Earth brought from outside at any 81100.00 CMT
lead.)(Note : 25 % of the successive bill amount shall be
retained till lapse of one full scale monsoon and
rectifications of subsistence if any to the design ground
17 Filling in plinth with Sand in yard including spreading / in
under floors including watering, ramming, consolidating and 455.00 CMT
dressing etc. complete.
[B] CONSTRUCTION
DESCRIPTION Qty Unit
18 Providing brick masonry having crushing strength not less
than 35Kg/Sq.CM. in foundation and up to plinth in C.M.
(1:6) including racking out joints up to 12mm depth,
scaffolding, curing, filling up the gaps between the joints
complete as directed by E.I.C. Up to PLINTH.(Conventional
19 Providing brick masonry having crushing strength not less
than 35Kg/Sq.CM. in C.M. (1:6) including racking out joints
up to 12mm depth, scaffolding, curing, filling up the gaps
between the joints complete as directed by E.I.C. but FOR
SUPER STRUCTURE : G.F+F.F+Stair Cabin(Conventional
20 Providing half brick masonry having crushing strength not
less than 35Kg/Sq.CM. in C.M. (1:4) including racking out
joints up to 12mm depth, scaffolding, curing, filling up the
gaps between the joints complete as directed by E.I.C. but
for partition wall in C.M.(1:4) up to plinth & two floors
G.F+F.F+Stair Cabin.(Conventional Bricks)
21 Brick work using common burnt building bricks having
crushing strength not less than 35 kg/Sq.cm in foundation
and Plinth in cement mortar 1:6 (1- Cement : 6 - Fine sand)
including racking out joints up to 12mm depth, scaffolding,
curing, filling up the gaps between the joints complete as
directed by E.I.C.- Fly Ash Brick.
22 Brick work using common burnt building bricks having
crushing strength not less than 35 kg/Sq.cm in SUPER
STRUCTURE ( G.F+F.F+Stair Cabinin) cement mortar 1:6 (1-
Cement : 6 - Fine sand) including racking out joints up to 1128.00 CMT
12mm depth, scaffolding, curing, filling up the gaps between
the joints complete as directed by E.I.C.- Fly Ash Brick.
23 Providing brick masonry in partition wall In C.M.(1:4)
including racking out joints up to 12mm depth, scaffolding,
curing, filling up the gaps between the joints complete as
directed by E.I.C. - for partition wall In Fly ash Bricks.
DESCRIPTION Qty Unit
24 Providing and laying soild cement concrete block masonry
(including quoin blocks Jamb blocks, closer etc.) with solid
concrete blocks of approved size made of cement concrete
1:3:6 mix (1cement : 3 course sand : 6 graded stone
aggregates of 20 mm and down gauge) including racking out 841.00 CMT
joints up to 12mm depth, scaffolding, curing, filling up the
gaps between the joints complete as directed by EIC in
foundation and plinth in cement mortar. 1:6
25 Providing and laying soild cement concrete block masonry
(including quoin blocks Jamb blocks, closer etc.) with solid
concrete blocks of approved size made of cement concrete
1:3:6 mix (1cement : 3 course sand : 6 graded stone
aggregates of 20 mm and down gauge) including racking out 244.00 CMT
joints up to 12mm depth, scaffolding, curing, filling up the
gaps between the joints complete as directed by EIC in
superstructure above plinth up to floor two level in
cement mortar.1:6
26 Providing and laying soild cement concrete block masonry
in partition walls 10 cm. thick with solid block of approved
size (including quoin blocks, closet etc.) made of c.c. 1:3:6
(1cement : 3 coarse sand : 6 graded stone aggregate 20 mm.
and down gauge.) including racking out joints up to 12mm
depth, scaffolding, curing, filling up the gaps between the
joints complete as directed by EIC (A) In C.M. 1:4
(2) CONCRETE WORK
27 Providing and laying cement concrete 1:4:8 (1 Cement :
4Course sand : 8 black crushed stone aggregate 40mm 4925.00 CMT
nominal size ) and curing complete- Foundation and plinth.
28 Providing & laying control cement concrete M-15 as per mix
design exposed work with curing etc. complete excluding
the cost of ply wood sheathing form work & adjustable
tubular steel supports / Props.but excluding the cost of
reinforcement. G.F+F.F. For foundtiona Footing, base of
column ,mass concreter.
DESCRIPTION Qty Unit
29 Providing & laying control cement concrete M-20 as per mix
design exposed work with curing etc. complete excluding
the cost of ply wood shuttering form work & adjustable
tubular steel supports / Props.but excluding the cost of
reinforcement. G.F+F.F. For Footing of Foundatrions, base
of column ,mass concrete.
30 Providing PLY WOOD form work shuttering so as to give a
smooth exposed finish including centering (adjustable tubular
steel supports). Shuttering strutting and propping etc. for any
height of propping and centering below supporting floor to 19823.00 SMT
ceiling , and removal of the same for reinforced concrete and
plain concrete. for Footings , foundations and pedestal.
31 Providing & laying control cement concrete M-20 as per mix
design exposed work with curing etc. complete including the
cost of ply wood shuttering form work & adjustable tubular 1189.00 CMT
steel supports / Props.but excluding the cost of
reinforcement. for Column G.F+F.F+Stair Cabin.
32 Providing & laying control cement concrete M-20 as per mix
design exposed work with curing etc. complete including the
cost of ply wood shuttering form work & adjustable tubular
steel supports / Props.but excluding the cost of
reinforcement, M20 but for Beam G.F+F.F+Stair Cabin.
33 Providing & laying control cement concrete M-20 as per mix
design exposed work with curing etc. complete including the
cost of ply wood shuttering form work & adjustable tubular
steel supports / Props.but excluding the cost of
reinforcement, M20 but for Wall/Paradi G.F+F.F+Stair Cabin.
34 Providing & laying control cement concrete M-20 as per mix
design exposed work with curing etc. complete including the
cost of ply wood shuttering form work & adjustable tubular
steel supports / Props.but excluding the cost of reinforcement
M20 but for Slab,Lintel & Chhaja G.F+F.F+Stair Cabin.
DESCRIPTION Qty Unit
35 Providing & laying control cement concrete M-25 as per mix
design exposed work with curing etc. complete Excluding
the cost of ply wood sheathing form work & adjustable
tubular steel supports / Props.but excluding the cost of
reinforcement. G.F+F.F. For foundtion Footing, base of
column ,mass concrete.
36 Providing & laying control cement concrete M-25 as per mix
design exposed work with curing etc. complete Including the
cost of ply wood sheathing form work & adjustable tubular 416.00 CMT
steel supports / Props.but excluding the cost of reinforcement
for Column G.F+F.F+Stair Cabin.
37 Providing & laying control cement concrete M-25 as per mix
design exposed work with curing etc. complete Including the
cost of ply wood sheathing form work & adjustable tubular
steel supports / Props.but excluding the cost of
reinforcementM25 but for Beam G.F+F.F+Stair Cabin.
38 Providing & laying control cement concrete M-25 as per mix
design exposed work with curing etc. complete Including the
cost of ply wood sheathing form work & adjustable tubular
steel supports / Props.but excluding the cost of reinforcement
M25 but for Wall/Paradi G.F+F.F+S.F.+Stair Cabin.
39 Providing & laying control cement concrete M-25 as per mix
design exposed work with curing etc. complete Including the
cost of ply wood shuttering form work & adjustable tubular
steel supports / Props.but excluding the cost of reinforcement
M25 but for Slab lintel & chhaja G.F+F.F+Stair Cabin.
DESCRIPTION Qty Unit
40 Providing and laying controlled cement concrete of grade M- 25 using
12 mm to 20 mm size black trap machine crushed metal for RCC
bored cast-in situ piles including mixing in mixture machine necessary
shuttering wherever required, ramming, watering, scaffolding etc,
complete as directed for all height above or below GL. The item is
inclusive of cost of concreting under water as per site condition,
dewatering for laying concrete. The concrete should be poured by 476.00 CMT
trimmy method for dia of all sizes. Reinforcement will be paid
separately. The minimum cement consumption shall be as per the
apporved drawing only.)Integrity test to be done for all pile prior
to cast pile cap
41 Providing & Fixing in position as per approved drawing TMT
steel reinforcemnet bars FE500/500D confirming to IS 1786 in
RCC work including Cutting,bending, binding with 16 gauge
annealed wire, of bars as per IS requirenment If necessary and
placing in position etc. completed for RCC work. etc completed as
directed by EIC.
(3) PLASTER WORK
42 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 5193.00 SMT
(1 Cement : 3 sand) and including scaffolding curing etc
43 Providing 15mm thick cement plaster single coat on masonry
/bela/concrete wall/ceiling for plastering up to any floor level
finished even and smooth in cement mortar 1:3 (1 Cement :
sand) finished with floating coat of neat cement slurry or sand
face plaster as dire cted by engineer incharge. .
44 Providing 20mm thick cement plaster double coat on
masonary/bela/concrete wall/ceiling for plastering comprising
of base coat of 12mm thick cement plaster in cement mortar
(1:4) & 8mm thick top coat of cement mortar (1:2) up to any
floor level finished even and smooth finished with floating a
coat of neat cement slurry /lime neeru finishing.
DESCRIPTION Qty Unit
45 Providing 20mm thick sand face cement plaster on wall up
to height 10 meters above ground level consisting of 12mm
thick backing coat of C.M. 1:3 (1 cement : 3 sand) and 8mm 14298.00 SMT
thick finishing coat of C.M. 1:1 (1 cement : 1 sand) etc.
46 Providing & Applying Two coats of Birla or Asian Acrylic
Lappy (Putty) and two Coats of primer of approved brand and
manufacture on the new wall/ceiling surface to give an even
shade, including thoroughly brushing the surface free from
mortar dropping and other foreign matter, and sandpapering
47 Providing & fixing 18 gauge wire mesh jali with nails before
finishing the surface with plaster. The item includes providing 597.00 SMT
necessary scaffolding also)
48 Providing & laying Thermally Bonded Non woven Geotextile
"Terram 1000" as per the manufacturer specification or
equivalanet below/Sides, tied securily by using lacing wire of
fastensers etc completed as directed E.I.C. The item includes
the cost of labours, tools, tackls, dewatering, shoring,
shuttering, etc., complete.
49 Providing Cement Vata (10cmx10cm size) quarter round in
cement mortar 1:1 including neat cement finishing watering 1731.00 RMT
DESCRIPTION Qty Unit
50 Supplying & fixing 600 mm dia hot dip galvanizing cross spiral
type razor edge concertina coil having 80 circles, 200 clips
with optimum openable stretch of 8 m length using a central
core wire high carbon spring steel ( High tensile wire) made
up of 2.6 mm. dia. as per IS : 4454, Part - 1, Grade - II having
minimum galvanizing of 230-250 gms per mm2.around which
a edge of razor sharp barbs strip of 0.5 mm. thick & 19 mm.
width confirming to IS : 513 DD quality having minimum
galvanizing coating of 12 microns with series of barbs 4399.00 RMT
punched along the length at regular interval supported / tied
with four rows of 4 mm GI runner wires to newly proposed GI
angle brackets at top and one runner wire at the bottom with
U nails & clips etc complete as per manufacturers
specification and directed by EIC. (Rate is inclusive of all
labours, lead, lift, transportation, cost of coils, 4 nos of 4 mm
GI runner wire, U nails, clips etc)
51 Providing Distempering (three coats) with oil bound distemper
of approved brand and manufacture and of required shade on
undercoated wall surface to give an even shade over and
including a priming coat with distemper primer of approved
brand and manufacture after thoroughly brushing the surface
free from mortar droppings and other foreign matter as directed 13863.00 SMT
by EIC.(Note: Before making final payment to agency warranty
certificate from the original manufacture for specific project on
the name of agency must be collected.)
52 Providing & applying 2 coats of APOCOLITE APEX or its equiv.
ACRYLIC EXTERIOR paint with one coat of primer on existing
plastered surface or approved make & shade including finishing
& thinning as per manufacturer’s instruction. A gap of 6 hrs.
Should be given between 2 subsequent coats. The work should
be carried out strictly as per manufacturer's specification and 40704.00 SMT
requirement comp. as directed by EIC(Note: Before making final
payment to agency warranty certificate from the original
manufacture for specific project on the name of agency must be
DESCRIPTION Qty Unit
53 Providing & applying 3 coats of ACID/ALKALI resisting paint
of approved shade & make to wall, ceiling including filling
putty smoothing the surfaces scaffolding etc. complete as
directed by E.I.C.
54 Providing White washing with lime on wall surfaces
(threecoats) to give and even shade including thoroughly
brooming the surface to remove all dirt, dust, mortar drops
and other foreign matter.
55 Providing & fixing 24"*24" Vitrified 8 to 10 mm thick tile-
JOHNSON /KAJARIA
/NITTCO/SIMPOLO/AGL/SOMANI/VARMORA or its equivalent
make flooring over 20 mm (average) base of cement morter 1:6(1
Cement:6 coarse sand) on new surface or fixing on existing flooring by 530.00 SMT
adhesive material including dismentalling of existing flooring and
jointed with colour cement slurry including finished with flush pointing
and cleaning the surface etc.complete.
56 Providing and laying color glazed tiles-JOHNSON /KAJARIA
/NITTCO/SIMPOLO/AGL/SOMANI/VARMORA or its equivalent
make 8 to 10 mm thick in flooring & Dedo laid on bed of 12mm
thick cement mortar 1:3 (1 cement : 3 course sand) & fixing the
same in cement & providing 12mm thick back coating of cement 1622.00 SMT
plaster in CM 1:3 for base, filling the joints with white/color
cement neatly finishing the joints curing etc. complete.
57 Providing and laying approved quality polished Kotah stone
slab 600x600mm & 25mm thick for flooring including using
35x25mm approved quality machine cut, marble strip over
20mm (avg) thick base of cement mortar 1:6 (1 cement :
course sand or L.M. 1:1.5 laid over and jointed with grey
cement slurry including rubbing and mirror polishing using 3668.00 SMT
polishing machine with grinding six emery's of different no.
incl. using special chemical powder for polishing including
white cement coating two times during polishing for filling up
minute holes or cracks in joints etc. comp.
DESCRIPTION Qty Unit
58 Providing and laying polished Kotastone slab 25 mm th. in
risers of steps, Dedo and sills laid on 10 mm thick CM 1:3 &
jointed with grey cement slurry including rubbing and
polishing etc. complete.
59 Providing and laying gang saw cut 18mm thick Z black
granite stone, mirror polished pre moulded and pre polished
machine cut granite stone of required size and shape, shade
and colour in sill, soffit, jams, tread riser, flooring,
platform, etc. over 20mm base of cement mortar 1:6 (1-
cement:6 coarse sand) laid or fixing with areldite, or fixing in 488.00 SMT
wall with cutting and jointed with grey cement slurry mixed
with pigment, epoxy touchups to match the shade of slab
including rubbing polishing etc complete - 18mm thick for
0 (6) DOORS AND WINDOWS
DESCRIPTION Qty Unit
60 Providing and fixing fully glazed / partly glazed double leaf
micron thick colour anodized aluminium door with
following listed extruded section manufactured by Jindal
Aluminium Ltd. & other accessories, the Alluminium sections
are of HE9WP Group:
1) with door outer frame section of 63.5 x 38.1 x 3.18 mm
thick weighing 1.777 kg/rmt (J4605)
2) Door shutter vertical style (meeting style) of 53.7 x 44.45 x
2.30mm thickness (J4537) weighing 1.238 Kg/m
3) Hinge side 53.7 x 44.45 x 2.30mm thickness (J4540)
weighing 1.173 Kg/Rmt
4) Bottom rail of size 150 x 44.45 x 2.40mm thickness
(J4538) weighing 2.376 Kg/Rmt
5) Lock rail of size 150 x 44.45 x 2.40mm thickness (J4538)
weighing 2.376 Kg/Rmt
6) Top rail of size 47.62 x 44.45 x 3.18mm thickness(J4506)
weighing 1.501 Kg/Rmt
7) Ventilator middle member (if required) 49.91 x 44.45 x
3.00mm thickness (J4621) weighing 1.495 Kg/ Rmt
8) Aluminium handle 127.00 x 37 x 3.65mm thickness
(J4483) weighing 1.912 Kg/No.
9) Tower bolt 250mm long (J4954)
10) Aluminium bending mortice lock (J4420)
11) Top panel using 6.0mm thick Triveni or Modi or
Saint Gobain make float glass fixed with PVC
12) Bottom panel using 4mm thick both side laminated
aluminium composite board of make approved by
DESCRIPTION Qty Unit
61 Providing and fixing window having extruded aluminium
micron thick colour anodized section frame main outer size
63.50x38.10x1.95mm (of Jindal Section no:4605, @ wt
1.094Kg/Rmt), horizontal two track member size 61.85mm x
31.75mm x 1.20mm(of Jindal Section mo: 8687 @ wt of
0.695 Kg/mt), vertical member of size 61.85mm x 31.75mm
x1.30mm(of Jindal section no: 8758 @ wt of 0.659 Kg /mt)
with Sliding Shutters of horizontal member Size 40mm x
18mm x 1.29mm(of Jindal section no: 8949 @ wt of 498.00 SMT
0.456Kf/mt), vertical member of size 40mm x 18mm x
1.29mm (of Jindal Sectio: 8947 @ wt 0.457 Kg/mt, section
8948 @ 0.457kG/mt) with 5 mm thick transparent bronze
colour/white tinted float glass with aluminium fittings and
fixtures and transparent silicon sealant glass fixing to frame
as per details etc complete for Window.
62 Providing and fixing standard extuded of alluminium
micron thick colour anodized section of size
63.0X38.10X1.20mm(of Jindal section No.2434 @Wt.
0.643Kg/Rmt ) with anodized alluminium frame frame for 38.00 SMT
ventilation with 5mm thick white/brown glass fixed
horizontal louvers in aluminum channel as per details
63 Providing & fixing approved quality FRP door having FRP
frame of size 100x50mm & 28mm thick FRP shutter with
Depressed Panel shutter having extra reinforcement on side
and edges and in Gel coat finish. The core of the shutter is
to be filled up with injected fibre extinguishing grade
polyurethane foam done in situ along with embedded wooden
pieces for stiffening and also for fixing hinges and fixtures.
The whole FRP frame and shutter is to be water proof, 83.00 SMT
weather proof, termite proof and resistance to mild acid/Alkali
resistance including SS hinges with necessary screws and
aluminum fixture and fastenings etc complete.For 28mm th.
shutter & 100x50mm frame.
DESCRIPTION Qty Unit
Providing and fixing 30mm thick FACTORY MADE SOLID BOTH SIDE
PRELAM PANEL PVC DOOR SHUTTER consisting of frame made out
of M.S. tubes of 19 gauge thickness and size of 19mm x19mm for
stiles, top and bottom rails. M.S. frame shall have a coat of steel
primer of approved makde and manufactures. M.S frame covered with
5mm thick heat moulded prelim PVC 'C' channel of size 30mm
thickness, 70 mm width of which 50mm shall be flat and 20mm shall be
tapered in 45 degree Angle on either side forming stiles, and 5mm
thick, 95mm wide pream PVC sheet out of which 75mm shall be flat
and 20mm shall be tapered in 45 degree on the inner side ot form top
and bottom rail and 115mm wide prelim PVc sheet out of which 75nmm
shall be flat and 20mm shall be tapered on both side to form lack rail,
Top, bottom and lock rails shall be provided either side of the panel.
10mm (5mm x 2) thick 20mm wide cross PVC sheet shall be provided as
gap insert for top rail and bottom rails. Panelling of 5mm thck both
side prelim PVC sheet to be fitted in the M.S. frame welded,sealed to
the stiles and rails with 7mm (5mm + 2 mm) thick x 15mm wide PVC
sheet beading on inner side, and joined togeth with solvent cement
adhesive. An additional 5mm thick PVC strip of 20mm width is to be
stuck on the interior side of the 'C" chanel using PVC solvent adhesive
etc. complete as per direction of Engineering in charge, manufacture's
specification and rawing.
0 (7) FABRICATION ITEMS
65 Providing and fixing approved quality rolling shutters of
approved make and made with crane handle as per IS 6248 -
1979 having 18 gauge sheet thickness and 80mm wide M.S.
Laths interlocked together through their entire length and
jointed together at the ends by end locks mounted on
specially designed pipe shaft with bracket plates guide
channels and arrangements for inside locking with Gear 338.00 SMT
operation complete including the cost of hood cover with one
coat of red oxide primer followed by 3 coats of oil painting of
approved shade & tint etc complete as directed by E.I.C (The
measurment shall be paid for wall opening plus drum only)
(A) Shutter having width below 3.5 meter.
DESCRIPTION Qty Unit
66 Providing & fixing MS Grill of approved quality & design
weighing 25 to 30 kg/smt. as per drawing & as directed with
including welding or bolted fixtures and fastening. M.S. Flat
hold fasts etc. with 3 coats of oil painting of approved shade
& tint with one coat of red oxide primer etc. complete as
directed by EIC.
67 Providing and fabricating and erecting (GI work Welded) GI
angle posts, racks & trays for cable trench using structural
steel angels and flats, sheets etc. of approved steel
manufacturer as per drawing & design including cutting,
welding & fixing hold fast in wall with C.C. & with hot deep 57307.00 KG
galvanized as per IS-2633/72 and 209 of 1966 or latest
amendmentetc& make etc. completed as directed by
EIC.(All materials required for the work to be brought by the
68 Providing Fabrication,cutting,thredaing including hot dip
galvanizing including supply of MS rods of appropriate size
for foundation bolts with Nuts & washers for each foundation
bolts as per darwings/instructions of EIC.
69 Setting of Transformer rail & its foundation bolts in line and
level before concreting of foundation and making
arrangement of fixing Rail in such a way as it remains in 46.00 NO
position during concrete etc. comp. As directed by EIC. Rail
will be supplied at site free of cost by GETCO
70 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
concrete etc. comp. as directed by EIC.The rate includes
supplying & fabricating of templates as per template drawing 2133.00 NO.
including all material,tools,tackles 7& labours required for
that.NO extra payment for preparation of template will be
made.The template prepared will be the property of the
71 Providing & fixing M.S. ladder 450mm wide or 50x6mm M.S.
flat and 16mm dia M.S. Bars welded as step at 300mm C/C
and fixing the ladder & 3 coats of oil painting and one coat of 152.00 RMT
yellow zinc primer etc. complete as directed by E.I.C.
DESCRIPTION Qty Unit
72 Providing and fixing approved quality Sliding gate/Hinge of
40mm dia mild steel pipe B class all round and 20mm dia
Mild steel pipe at 200mm C/C and 12mm mild steel square
bars at 200mm C/C alternatively (I.e. One between two pipes)
vertically welded to 40mm dia pipe frame as per drawing and
design with necessary brackets, hold fasts, locking
arrangement on top & aldrop on both the side including base
rail for sliding the gate having ball bearing, rollers & guide
tracks of 50x6mm M.S. flat with hold fast, fabrication of side 262.00 SMT
supports including fixing GETCO letter on front side etc.
comp. with three coats of approved oil painting & one coat of
red oxide primer as directed by EIC (The cost does not
include the cost of reinforcement)
73 Providing & fixing M.S. Cover for cable trench in control room
made from 14 Gauge M.S. Sheet having M.S. Angle frame
alround of 40 X 40 X 5mm. size and cover shutter frame of
angle 30 x 30 x 5 mm size & 2 supports at middle including oil
painting of 3 coats of approved shade & make. Providing
handles of 6mm. dia. M.S. bar as per instruction etc.,
complete as directed by E.I.C.
74 Providing, supplying, fabricating & erecting chain link fencing
panel of size 2400 X 2000mm. made from 75X75mm &
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 & 8692.00 Kg
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, CHAIN LINK FENCING, M.S.
ANGLES, BOLTS, NUTS, WILL HAVE TO BE SUPPLIED
BY THE CONTRACTOR.)
DESCRIPTION Qty Unit
75 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 116.00 RMT
with minimum 70 micron coating having 3 horizontal rows,
fixing with angle post.etc.
76 Providing and fixing Pre- cast Rubber Dye Inter locking
concrete block 80 mm. thick with grade of concrete M
pneumatic compressed by mechanically pressed and as per
approved design including 75 mm sand layer for leveling and
filling the joints with sand in proper line and level etc.
completed as per direction of E.I.C.
77 Providing and fixing pre-cast concrete kerb stone of gray cement
based concrete block 30 cm length, 45cm height and 75 cm thick
of M200 grade concret as per approved design and including 228.00 RMT
excavation for fixing in proper line and level,filling the joint with C:M
1:3 (1cement:3fine sand) etc complete.
78 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. Finishing all the
surfaces, curing by placing in water pond for ten days etc. 2379.00 SMT
complete as directed by E.I.C. ( The rate includes cost of all
material required, labour charges, transportation, loading,
unloading etc.complete.
DESCRIPTION Qty Unit
79 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 4198.00 SMT
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 ofBG/DD of Schedule Bank /
Nationalised Bank in favour 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
DESCRIPTION Qty Unit
80 Providing & applying Anti termite treatment, as per IS
(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 5068.00 SMT
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
litres per smt. over and above as a plinth surface treatment.
The contractor shall submit performance guarantee of
the Anti termite item at the rate of 20% of cost of item of
work order in the form of BG/DD of Schedule Bank /
Nationalised Bank in favour 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
81 Providing & fixing approved quality 300x300mm size Marble
year plate with black border all round & letters including
fixing the same in cement mortar etc. comp. As directed by
DESCRIPTION Qty Unit
82 Providing plantation & development of Plants/ trees/
flowers, ornamental plants and garden shrubs, small trees of
plants of selected & approval name quality, size and growth
in good condition. The work includs cost of plants, materials,
digging pit in the soil of size 0.60 x 0.60 x 0.60 mtr. Soil for
planting trees, mixing manure & refilling the pit with good
earth, watering as and when required. Providing pesticides / 1300.00 No.
fertilizer for maintenance, replacement & replacing of dead
plants during maintenance cleaning, removing, labours, tools
& tackles transportation, loading, unloading etc., complete ad
directed by the E.I.C.
83 Providing & fixing Acrylic name plates of required size
including painting letters as directed & fixing as directed by 121.00 NO
84 Providing and fixing Sign Board made out of 2 mm
Aluminium/ ACP sheet of size 1200 x 900 mm as per design
given by EIC, pre trated with phospheting process and acid
etching, coated with one coat of epoxy primer and two coats
of best qualift epoxy paint, reflectorised with retro reflective
sheeting as per lates M.O.S.T specifications. Latters and
numerals should be as per IRC 30-1968, 3.1m long stand
post and frame may be erected from 50 x 50 x 5mm or 75 x 16.00 NO.
75 x 6 mm as required and painted with best quality epoxy
coatings. The details of symbols or inscription / numerals for
board shall be as per instruction of EIC. The fixing at site
shall be in 1:2:4 CC block of size 45 x 45 x 60 cm for each
leg including excavation concreting curing etc complete under
supervision of EIC.
85 Providing and fixing M.S. Sign Board made out of 2 mm M.S.
sheet of size 450x450 MM with Frame of 25x25x5 MM and post
height of 2.5 M of size 50x50x5 mm with 2 coat of Oil paints &
painting letters on it as per design given by EIC. For Fixing Sign
board to be fixed in 1:3:6 concrete with necessary excavation. The 24.00 NO.
details of symbols or description / numerals for board shall be as
per instruction of EIC. The rate is including of supplying, fixing,
transportation, loading/unloading, labours etc. & as directed by EIC.
86 Painting the letter with best enamel oil paint in 200 to 250mm size
etc. complete as directed by EIC (paint should be brought by the 1250.00 NO.
DESCRIPTION Qty Unit
87 Transportation of TR Rail poles, breaker foundation bolts of
any dimension size from construcion Division store to
erection work site including loading, unloading, carting and all 14.00 MT
necessary labour works etc. completed as directed by
Engineer in charge.
88 Providing & laying 75mm th. IPS flooring in CC 1:2:4
including finishing the floor with smooth cement slurry 1074.00 SMT
marking diognal lines etc. complete.
89 Drilling of Bore holes 32mm to 40mm dia by means of
compressor machine having depth of hole up to 1.00 to
mt. as decided by Engineer in charge & as per drawing in all
sorts of Soil, sand, clay, hard rock etc. truly vertical to existing
land with cleaning the same by air & Grouting of Bores holes
by means of Cement, sand, Grit, etc. with utilization of
aluminum powder or ACC shrink compound ‘N’ grout or 2093.00 NO
equivalent any other bonding material as approved by
competent authority in suitable content with mixing ramming
curing etc. complete including with 20mm dia. of M.S. Anchor
bar having minimum length of 1.70 mt (Reinforcement) ( The
rate includes the cost of MS Anchor bar) as directed by
Engineer in charge.
WATER SUPPLY AND DRAINAGE & MISC.
90 Providing laying and joining in true line and level UPVC pipe (SCH-40)
including fittings of PRINCE/ SUPRIME/ ASTRAL/ FINOLEX or
equivelent make or as approved by EIC.Pipe shall be fixed on the wall
with the help of clamp at every 2000mm c/c or shall be concilled or
necessary excavation in trenches as directed including necessary 824.00 RMT
fittings including testing of pipe and joints and fixing the same with
adhesive solvant,including cost of all materials and necessary refilling
the trenches,dressing etc complete. For 15mm dia pipe
DESCRIPTION Qty Unit
91 Providing laying and joining in true line and level UPVC pipe (SCH-40)
including fittings of PRINCE/ SUPRIME/ ASTRAL/ FINOLEX or
equivelent make or as approved by EIC.Pipe shall be fixed on the wall
with the help of clamp at every 2000mm c/c or shall be concilled or
necessary excavation in trenches as directed including necessary 2409.00 RMT
fittings including testing of pipe and joints and fixing the same with
adhesive solvant,including cost of all materials and necessary refilling
the trenches,dressing etc complete. For 25mm dia pipe
92 Providing laying and joining in true line and level UPVC pipe (SCH-
40) including fittings of PRINCE/ SUPRIME/ ASTRAL/ FINOLEX or
equivalent make or as approved by EIC.Pipe shall be fixed on the
wall with the help of clamp at every 1000mm c/c or shall be
concealed or necessary excavation in trenches as directed 923.00 RMT
including necessary fittings including testing of pipe and joints and
fixing the same with adhesive solvant,including cost of all materials
and necessary refilling the trenches, dressing etc complete.for
93 Providing laying and joining in true line and level UPVC pipe (SCH-
40) including fittings of PRINCE/ SUPRIME/ ASTRAL/ FINOLEX or
equivalent make or as approved by EIC.Pipe shall be fixed on the
wall with the help of clamp at every 1000mm c/c or shall be
concealed or necessary excavation in trenches as directed 188.00 RMT
including necessary fittings including testing of pipe and joints and
fixing the same with adhesive solvant,including cost of all materials
and necessary refilling the trenches, dressing etc complete. for
94 Providing & fixing to all ceiling and floor 4.00 Kg/SqCm FINOLEX
OR its equivalent rigid PVC pipes of the following out side
diameter, wall cleaps,etc including necessary fittings like
bend,shoes,Y,Tee,etc including testing of pipes and jointed with
adhesive solvent cement including cost of all materials making
good wall celling and floor.. For 75 mm O.D.
95 Providing & fixing to all ceiling and floor 4Kg/SqCm FINOLEX
OR itsequivelent rigid PVC pipes of the following out side
diametre, wall cleaps,etc including necessary fittings like
bend,shoes,Y,Tee,etc including testing of pipes and jointed 1150.00 RMT
with adhesive solvant cement including cost of all materials
making good wall celing and floor.. For 90mm O.D. pipe
DESCRIPTION Qty Unit
96 Providing & fixing to all ceiling and floor 4Kg/SqCm FINOLEX
OR itsequivelent rigid PVC pipes of the following out side
diametre, wall cleaps,etc including necessary fittings like
bend,shoes,Y,Tee,etc including testing of pipes and jointed 968.00 RMT
with adhesive solvant cement including cost of all materials
making good wall celing and floor.. For 110mm O.D. pipe
97 Providing & fixing to all ceiling and floor 6.00 KgF/SqCm working
pressure polythine pipes of the following out side diameter, low
density,complete with special flange compression type fittings,wall
cleaps,etc including necessary fittings like bend,shoes,Y,Tee,etc 25.00 RMT
including testing of pipes and jointed with adhesive solvent cement
including cost of all materials making good wall celling and floor..
For 140 mm dia for drainage
98 Providing & fixing FINOLEX brand or equivalent approved quality
with ISI Mark rigid P.V.C. pipe suitable for potable water with ring
fit joint including necessary fittings like bends, shoe, cowl etc. as
per IS Specification 4985/1988 filling the joints with approved
solution complete as directed by E.I.C. for 160 mm Dia. -8kg/cm2.
99 Providing & laying rigid 4kg/cm2 PVC drainage pipe
including necessary fitting like bend,tee,Y-bend plug etc. fixed
with all wall by means of clamps & nails with water tight joints 1054.00 RMT
by approved solution etc complete as directed by EIC--For
100 Providing & laying rigid 4kg/cm2 PVC drainage pipe
including necessary fitting like bend,tee,Y-bend plug etc. fixed
with all wall by means of clamps & nails with water tight joints 125.00 RMT
by approved solution etc complete as directed by EIC--For
110mm dia pipe.
101 Providing & laying rigid PVC SWR (IS 13592) drainage pipe
including necessary fitting like bend,tee,Y-bend plug etc. fixed
with all wall by means of clamps & nails with water tight joints 100.00 RMT
by approved solution etc complete as directed by EIC--For
160mm dia pipe.
102 Providing & Fixing FINOLEX brand or equivalent rigid 4 KG/CM2 PVC.
DRAINAGE Pipe for rain water including necessary fittings like bends
shoe, cowl etc.& fixing the pipes to the wall in plumb by means of
GI.Clamps of 18 gauge sheet with 1 to1.5 meter distance,filling the 186.00 RMT
joints with approved solution complete as directed by EIC. [B] 160mm
dia O.D PVC pipe
DESCRIPTION Qty Unit
103 Supplying & fixing approved quality reinforced concrete heavy
duty non pressure pipes with collars for culverts carrying
heavy traffic as per IS-458-1971 standard specification
including setting the pipes in C.M. 1:2 watering and laying (to 638.00 RMT
level or slope) of I.S. class NP3 of 300mm dia.
104 Providing & laying approved quality `A' Class R.C.C. hume
pipe including necessary excavation, refilling the trenches,
laying 150mm.thick P:C.C.(1:4:8) below joints up to half the
height of joints making water tight joints in C.M.(1:1) curing 1167.00 RMT
etc., complete as directed by E.I.C...for 150mm.dia. Pipe
105 Supplying & fixing approved quality reinforced concrete heavy
duty non pressure pipes with collars for culverts carrying
heavy traffic as per IS-458-1971 standard specification
including setting the pipes in C.M. 1:2 watering and laying (to 290.00 RMT
level or slope) of class NP3 of 600 mm dia.
106 Supplying & fixing approved quality reinforced concrete heavy
duty non pressure pipes with collars for culverts carrying
heavy traffic as per IS-458-1971 standard specification
including setting the pipes in C.M. 1:2 watering and laying (to 43.00 RMT
level or slope) of class NP3 of 900 mm dia.
107 Providing and fixing best quality of H.D.P.E. PIPE of
approved ISI 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
108 Providing and fixing PVC SWR Nahni Trap IS 14735 for
drain - 75 mm diameter with jali of the following nominal
diameter of self cleansing design with C.I. screwed down or 96.00 NO
hinged grating including the cost of cutting and making good
109 Providing and fixing approved quality S.W. Gully trap with
C.I. Grating, brick masonry chamber and water tight C.I.
cover with frame of 300 mm x 300 mm size (inside) with
standard weight. (a) 150 mm x 100mm size P or R type.
DESCRIPTION Qty Unit
110 Providing & fixing approved quality light type C.I. Manhole
covers with water tight C.I. Frame & fixing the same in
concrete etc. complete as directed by E.I.C. for 600X600 mm
111 Providing & fixing 75mm dia. PVC . Cowl ventilator of light
112 Providing & fixing approved quality gun metal check or non-
return wheel valve for - 25 mm dia
113 Providing & fixing approved quality gun metal check or non-
return wheel valve for - 40 mm dia
114 Providing & fixing approved quality gun metal check or non-
return wheel valve for - 15 mm dia
115 Providing and fixing approved quality screw down bib tapes of
jaquar code no OPP- 15037PM or its equivalent brand having
basic price of tap ₹2050 or more following size: (A) Brass 236.00 NO
screw down bib tap polished bright 15mm dia.
116 Providing & Fixing approved quality a set of 6 Nos. of
stainless steel Coat racks of approved quality fixed on
mm. thick teak wood batten including 3 coats of oil painting
etc., complete as directed by E.I.C
117 Providing & fixing special GI Brand or it's equivalent ISI
approved quality fittings including cutting the pipe threading
making water tight joint etc. complete as directed by EIC.for
Elbow/bend for 50 mm dia GI Pipe
118 Providing & fixing special GI Brand or it's equivalent ISI
approved quality fittings including cutting the pipe threading
making water tight joint etc. complete as directed by EIC.for
Union for 50 mm dia GI Pipe.
119 Providing and fixing Stainless Steel Towel rack of 600mm
long with 03 hoocks including fitting & fixing in position with
required accessories, , including transportation, tools tackles,
fitting work and fitxures for the same etc complete. Catagory : 37.00 NO
Jaquar ACN- 1181FHS or Kohler / Kerovit / reputed make
having base price more than ₹3100.00
DESCRIPTION Qty Unit
120 Providing and fixing Swivel Mirror 630mm x 445mm of
superior glass including fitting & fixing in position with
required accessories, , including transportation, tools tackles,
fitting work and fitxures for the same etc complete. Catagory : 34.00 NO
Jaquar AKP-35795 or Kohler /Kerovit / reputed make having
base price more than ₹3,650.00
Providing and Fixing approved quality steel sink 450x400mm size with
wall flange and incl. fixing wash basin complete as directed by
Engineer In Charge. waste pipe to be concealed with approved quality 16.00 NO
SS bottle trap including all neccesary fiting as per instruction of EIC
of make Cera /Jaguar/Hindware/Simpolo(Matt finish)
0 (3) BORE AND WATER SUPPLY
122 Drilling of bore well of 165 mm dia by machine in all kind of soil,
sand, clay murrum, soft rock, hard rock and hard murrum etc.
complete truly vertical with equipments and labours etc. complete
as directed by E.I.C.
123 Providing & fixing approved quality readymade 4 Layered
(Thermal insulated) overhead P.V.C. water tight storage
tank of 1000 liters capacity of make Supreme / Vectus /
Ashirvad or its equivalent made from food grade plastic and
water tank is certified with RoHS (Restriction of
Hazardous Substances) and linear low density polythene &
low density polythene LDPF product confirming to I.S. : 16.00 NO
10146-1982 with cover including providing & fixing one 20mm
dia, float valve ball-cock, one 20mm dia PVC over flow pipe
of length up to 0.30 Mt. including making all connection for
inlet/outlet etc. complete as directed by E.I.C.
124 Providing & fixing approved quality single phase monoblock /
self priming pump of ISI brand (2H.P)with all GI fitting for inlet
& outlet connection including providing G.M.Wheel valve 16.00 NO
required electric fitting / switch board etc. comp.
DESCRIPTION Qty Unit
125 Providing and fixing approved quality control panel board
metal box I.S.I. with a main fuse connection ampere meter,
volt meter 30 Amp. 1 phase switch single phase preventor
cum water level guard and male and female type socket 1 16.00 NO
phase indicator lamps and troggle switch etc.including all
wiring / earthing complete as directed .
126 Drilling of bore well of 325 mm dia by machine in all kind of
soil, sand, clay murrum, soft rock, hard rock and hard murrum
etc. complete truly vertical with equipments and labours etc.
complete as directed by E.I.C.(Bore well work shall be 1972.00 RMT
carried out only after confirmation of availability of water
as per test report..)
127 Drilling of 200 mm bore dia bore well by DTH rig in rocky
formation in all talukas of all districts.
128 Developing, cleaning & giving yield test for the bore well by
required size of compressor & pump running for 12 hrs or till
no sand comes off with the pumped water with necessary
pipes lowering & removing pipes in well etc., with all 13.00 NO
equipment required to carry out the test etc Pressure
Required 600 CFM/150 PSI., complete as directed by EIC.
129 Bore plug having 100 mm height made from M.S. plate with
3holes at equal distance on circumference for nut-bolts
type,locking arrangement with nuts-bolts & lock nuts of std.
130 Providing and installing vertically C class 200mm dia with
5.20mm Thickness of ISI standard MS ERW casing pipe in
bore as per specification including supplying graded gravel of
suitable size and packing the same surrounding the pipe from 825.00 RMT
bottom including sealing the bottom of the pipe welding the
pipe by using 6mm. Thick MS Plate etc. completed as
directed by Engineer in charge.
131 Providing and installing vertically C class 200mm dia with
5.20mm Thickness of ISI standard Strainer pipe in bore as
per specification including supplying graded gravel of suitable
size and packing the same surrounding the pipe from bottom 447.00 RMT
including sealing the bottom of the pipe welding the pipe by
using 6mm. Thick MS Plate etc. completed as directed by
Engineer in charge.
DESCRIPTION Qty Unit
132 Providing and installing vertically C class 250mm dia with
mm.Thickness of ISI standard M. S. ERW casing pipe in bore as
per specification including supplying graded gravel of suitable size
and packing the same surrounding the pipe from bottom includining
sealing the bottom of pipe & welding at joints & top clamping etc.
133 Providing & installing vertically C class 250mm dia with
mm.Thickness of ISI standard M. S. ERW casing pipe in bore as
per specification including supplying graded gravel of suitable size
and packing the same surrounding the pipe from bottom includining
sealing the bottom of pipe & welding at joints & top clamping etc.
comp. but for strainer pipe with slotted holes.
134 Providing & laying 50mm dia. approved ISI quality heavy 'C'
class G.I. Column pipe of 10 feet length each of GST or its
equivalent including making required threading, coupling,
closing clamping etc. Completed as directed by E.I.C. (The
minimum weight of pipe must be 6.17 Kg/Rmt.) (Payment for
MS & GI Pipes will be released on production of "C" Class
Pipe Certificate / GST Paid Bills only)
135 Providing & Fixing Electric motor driven Borewell submersible
pump set conforming to I.S. 8034 and motor conforms to IS-
9283 working at 3 phase. (Discharge 90LPM, Head 275.00 3.00 NO.
mtr, 22.5HP)(Payment will be released on production of
Certificate / GST Paid Bills only)
136 Supplying and lowering the approved ISI Submersible pump
for 7.5HP/ 150 Mtr Head Required & minimum discharge
LMP in bore well etc. comp. as directed including ISI
approved MEI type oil immersed auto transformer starter
commissioning and testing to required delivery head
137 Extra for 1HP additional capacity motor. 38.00 Nos.
138 Extra for 1 additional stage for pump. 36.00 Stage
139 Providing & joining approved quality flat Copper cables
sufficient for 25.5 HP pump set etc complete -10 mm flat 1355.00 RMT
140 Providing & joining approved quality flat Copper cables
sufficient for 7.5 HP pump set etc complete -4 mm flat cable. 1910.00 RMT
DESCRIPTION Qty Unit
141 Providing water logging test with electro logging equipments
and required machinery for ascertaining / logging aquifers
encountered in bore well and arranging and defining the
water availability test giving test report of Geo-
hydrologist from Govt. approved laboratory, 16.00 NO
recommending water bearing zones, TDS of water, etc
complete as directed.
142 Providing and laying cement sealing work for the drilled bore
well hole to stop entry of upward salty water including clay
packing as required in proper manner or suggested by
geologist to required depth at site as directed by Engineer in
charge, etc completed. (Required cement shall be brought by
contractor) Item will be operated as per electro logging test
and Geologist's advice.
143 Providing & laying 50mm dia. (DN 50 PN-10)approved ISI quality
HDPE pipe (IS 4984/1985 with latest amendment) having material
grade PE-80 in approx. 100meter Coil length or GETCO
requirement with SS-316 nipple at both ends having 11TPI threads
as per Specification, press fitted and bolted etc. Completed as
directed by E.I.C.
144 Providing and fixing wash basin with single hole pillar tap
with tap with brackets painted while/colour including cutting
holes and making good the hole including pillar tap,chromium
plated bottle trap,stop cock, fisher union, Brass waste pipe
etc complet. 560 X 415 X 200 MM
Half Pedestal Washbasin of Jaquar CNS-WHT-801 with
fixing accessories BP ₹4200 Pillar Cock Jaquar FLR-5015
with lift type knob and Base flange base prise ₹1975.00 34.00 Nos
Waste Coupling 32mm size full threded Jaquar make ALD-
705L130 BP ₹625.00 Bottle Trap Jaquar make ALD-
769L300x190 Wall connection pipe and Flange BP ₹1950
Braided hose 450mm long with one M10X1 Nipple and 15mm
Nuts , O ring and Rubber washer or products of Kohler
/Kerovit / reputed make having base price more than above
mentioned Base price (BP) for each item.
DESCRIPTION Qty Unit
145 Providing and fixing Rimless wall hung WC with inbuilt jet, PP
soft close slim seat cover, hinges, accessories set WALL
HUNG Water Closet of size 355mm X 555mm X 370mm
including jointing with soil waste pipe and with inlet
connection for flush pipe with W.C. pan and flush cock of
approved quality of 25mm dia etc. complete.
Wall Hung WC of Jaquar make FLS-WHT-5953JPPSM of BP
Regular Body of Concealed Stop Cock Suitable for 15 mm
Pipe Line with Protection Cap Jaquar make ALD - 083 B.P.
Exposed part kit of Jaquar make Opp-15083KPM concealed
stop cock with fitting sleeve, operating lever, adjustable wall 27.00 Nos
flange with seal having BP ₹675.00
Regular Body of Concealed Stop Cock Suitable for 25 mm
Pipe Line with Protection Cap Jaquar make ALD - 081 B.P.
Exposed part kit of Jaquar make Opp-15083KPM concealed
stop cock with fitting sleeve, operating lever, adjustable wall
flange with seal having BP ₹675.00
or products of Kohler /Kerovit / reputed make having base
price more than above mentioned Base price (BP) including
fitting & fixing in position with required accessories, including
transportation, tools tackles, fitting work and fitxures for the
same etc complete.
146 Providing and fixing approved quality 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.
147 Providing & fixing Urinal of approved quality ) and including Self
closing angle cock pressmatic with wall flange and connecting pipe
connecting the Urinal with conceled waste pipe, trap etc. complete as
directed by Engineer In Charge. Waste water pipe connection shall be 17.00 Nos
concealed only. Urinal of Cera /Jaguar/Hindware/Simpolo Snow
White of size 265mm X 335mm X 695mm
DESCRIPTION Qty Unit
148 Providing B.B. Masonry inspection chamber (MANHOLE)
of 600mm x 600 mm size including light type approved C.I.
Cover with frame, necessary excavation, bottom concreting of
P:C.C. (1:4:8) 150mm thick/225mm, thick B.B. Masonry in
C.M. (1:6) 12mm thick cement plaster in C.M. (1:3) inside &
to all exposed faces up to 300mm below ground level, curing 121.00 NO
etc. 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).
149 Providing 2500mm internal diameter & 4.0 Mt. deep Soak
pit incl. excavation in all types of soil & soft rock & P.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. th. 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 600 X 600 mm. CI. HEAVY cover with frame, with
necessary reinforcement as per design & CI. Vent pipe 13.00 NO.
1800mm long with B.B. Masonry pillar 350 X 350 X
plastered all around filling 40 to 50mm. size brick bats up to
1.5 Mt. depth, incl. 16mm. dia. M.S.`U' stages steps refilling
incl. disposal of the surplus excavated earth up to the lead of
300mt radius incl. 3 coats of white or colours wash to all
exposed finished surface etc. comp. as directed by E.I.C.
DESCRIPTION Qty Unit
150 Providing and Laying Controlled cement concrete M20 for
trimix RCC road excluding the cost of reinforcement &
including of using 125micron polythene sheet at base of
concrete, using approved quality polyester fiber (12mm)
during mixing of cement concrete(@125gm per bag) and or
as per manufacturer's specification including preparing the
sub base with form work of M.S Chanel of required size to
maintain level and slope of concrete with using surface
vibrator, finishing the surface with power floater and trove,
light brooming on the surface with providing construction
joints of size 10 mm wide 25mm deep in transverse direction 1804.00 CMT
@4.5m C/C with sealing the same with approved quality
bitumen sealent and providing expansion joints of size 25 mm
width and upto through depth of concrete using 25mm thick
Dura Board HD-100 of approved quality and sealing the
same with approved quality bitumen sealent at 40meter C/C
and longitudinally for 6m wide road using concrete cutter
machine with necessary equipments, labors tools tackles etc
complete as dircted by EIC.
151 Providing and laying Wet Mix Macadam base course in two
layer as per MoRTH specification using machine crushed
black trap stone aggregate as per required gradation (53 mm
to 22.4 mm at 30 % , crushed stone aggregate 22.4 mm to
2.36 mm at 40% and below 2.36 mm at 30%) mixing with
required optimum quantity of water (In Pug Mill). Conveying
the mix to site of work, spreading in to grade and camber with 3214.00 CMT
Mechanical means and consolidation each layer with
vibratory roller to achive the desired density including cost of
material tools, tackls,labour, transportation etc. complete as
directed by EIC.
DESCRIPTION Qty Unit
152 Providing and laying Granular sub-base by providing coarse
graded material Grading- I using B.T.M.C. (Black Trap
Machine Crushed) metal 53 mm to 26.5 mm at 35 %
crushed stone aggregate 26.5 mm to 4.75 mm at 45% and
below 2.36 mm at 20% ,having C.B.R. not less than 30%, as
per table 402 of MORTH gradation including levelling the 3214.00 CMT
material at site of work ,mixing and spreading into grade and
camber , watering and consolidation at OMC with roller
including cost of material tools, tackls,labour, transportation
etc. complete as directed by EIC.
0 Box cutting the road surface to proper slope and camber for
making a base for road work including removing the
excavated stuff and depositing on the road side slope as
directed upto 50Mt.lead.
0 OIL TANK PIPE LINE & SUPPORTING ACCESSORIES
153 Providing & supplying of ISI Mark G.I Pipes with coupling of
Heavy duty class and diameter including all taxes, insurance,
transportation,friet charge,octroi, inspection
charge,loading,unloading etc complete for 100mm dia pipes. 915.00 RMT
(Payment for MS & GI Pipes will be released on production of
"C" Class Pipe Certificate / GST Paid Bills only)
154 Supplying & fixing of ISI mark CI D/F Sluice Valves, Butterfly
Valves & Reflux Valves of 100 mm Diameter including all
taxes, etc. complete. PN-1 with hand wheel /cap operated
(PD type short body) Reference. (Payment for MS & GI Pipes
will be released on production of "C" Class Pipe Certificate /
GST Paid Bills only)
155 Providing & fixing Special G.I 'R' brands or its' equivalent ISI
approved quality fitting including cutting the pipe, threading
,making water tight joint etc, complete as per directed by 46.00 NO
E.I.C. Flange with nut bolts for 100mm dia G.I Pipe with
packing sheet & PVC insulation solution.
156 Providing & fixing Special G.I 'R' brands or its' equivalent ISI
approved quality fitting including cutting the pipe, threading
,making water tight joint etc, complete as per directed by
E.I.C. Elbow/Bend for 100mm dia G.I Pipe
METAL SPREDING & GROUTING
DESCRIPTION Qty Unit
157 Supplying and spreading 'Round up"(Glyphosphate 41%SL) of
approved ISI standard make or equivalent weedicide for weed
control in proportion of 100ml weedicide and 250 gram ammonium
sulphate ,mixing with sticking agent mixed with 10 litre of clean 43835.00 SMT
fresh water and second spray with same treatment as stated above
after two months and as per manufacturer's specification and as
directed by Engineer-in charge.
158 Providing and laying cement concrete 1:5:10 (1 Cement :
Course sand : 10 crushed stone aggregate 40mm nominal size ) 3326.00 CMT
and curing complete- For Foundation,yard and plinth.
159 Finishing with a layer of Cement slurry of mix 1:6 (1cement:
fine aggregate) laid uniformly over cement concrete layer 1:5:10 .
The cement consumption for cement slurry shall not be less than
150 kg for every 100 sq.m.
160 Supplying & stacking 25 to 40mm size crushed metal including
transportation, filing the box etc. (Box measurement will be paid 3700.00 CMT
with 15% voids deductions) .
161 Labour charges for spreading 25 to 40 mm size metal in
100mm thick layer in yard with required grade & camber including
filling depression which occur during process etc. complete as
directed by E.I.C.
162 Providing and laying 50-75mm thick Grouting with Non Shrink
Grouting material of CONBEXTRA- GP2 ,POLYGROUT-NS or
equivalent, having the minimum compressive strength of
N/Sqmm mixing as per manufacturer's specification including
necessary shuttering, tool tackles labour etc completed as directed
by Engineer In Charge
163 Providing and laying 150 mm thick precast concrete block
pitching with solid concrete blocks of 350X230 mm size made of
cement concrete 1:3:6 mix (1 Cement:3 Coarse sand :6 Garaded
stone aggregate 20 mm and down grade) including filling joints with 1718.00 SMT
cement mortar 1:6 up to full depth of block joint in required line
,level and slope as per directive of E.I.C(paymant shall be made
on flat ,Sloppy area SQ.Mts base
164 Providing ruled pointing on concrete block pitching with cement
mortar 1:4 (1 Cement:4Coarse Sand)
165 Clearing and grubbing land including uprooting rank vegetation
grass bushes,shrubs,sapling and trees girth up to minimum
mm or up to required depth removal of stumps of tree cut earlier 57375.00 SMT
and disposal of unserviceable materials© by mechanical means as
Directed by E.I.C
DESCRIPTION Qty Unit
166 Design, Manufacturing, Supply, Installation and fixing in
position Precast RCC Cable trench of FUJI make having in-to-in
size of 450 mm wide and 450 mm depth thickness of wall
mm at top, lower portion of 70mm and bottom portion of
70mm thick And PSC cover of size 500mm X 550mm X 70mm.
RCC cable trench manufactured with self compacted concrete, rate
included, jointing with GP2 or it's equivelent grouting mortar 20mm
tk Dry Mortar at Raft bottom , drilling hole of 100mm dia where as
required for cable passing with core cuttuer. RCC cable trench,
Fixing as per instruction of engineer in charge. (rate include
loading, unloading, placing in position and grouting with GP2 or
equivalent etc with all require machinery, tools, tackles, manpower,
material etc to complete the job.) The product should be meeting
BIS requirements. Product shall have load carrying capacity -
Tonnes made by using advanced precast technology having High
Performance Self Compacting Concrete of M50 grade and Fe
D grade TMT steel reinforcement bar. The product shall have tie
shape groove of 10-20 mm width X 25 mm depth on both sides of
each precast unit product for jointing two precast units. The
Precast U Shape drain should have special in built insert at
appropriate location for fixing De-Shackle for mechanical
installation, including supply, transportation at site.
DESCRIPTION Qty Unit
167 Design, Manufacturing, Supply, Installation and fixing in
position of Fuji silver-tech or its equivalent make Precast
RCC L Shape Compound Wall / retaining wall having size
of 4000 mm Height and 2650 mm Wide at bottom having
thickness of wall 100 mm at top and 300 mm at Bottom. RCC
L shape compound wall provided as per drawing,
manufactured with self-compacted concrete, rate included,
jointing with GP2 or it's equivalent grouting mortar, drilling
hole when as required for cable passing with core cuttuer with
top PSC cover, RCC cable trench, Fixing as per instruction of
engineer in charge.
make Precast RCC L Shape Compound Wall having
mm Height and 2650 mm Wide at bottom. Size (width and
depth) of sections as above. The product should be meeting
BIS requirements. The product shall be duly steam cured in
the plant to have requisite compressive strength. The product
shall be made by using advanced precast technology using
high performance self-compacting concrete of M50 grade and
Fe 500 D grade TMT steel reinforcement bar. The product
shall have tie shape groove of 12-18 mm width and 16 mm
depth on both sides of each precast unit product for jointing
two precast units. The product shall be designed to take 1.8 T
wheel loading on top and 25 T uniformly distributed loading
on its side wall. The product should have flange coupling
jointing arrangements, one each at bottom and both the side
walls, at appropriate location for shear connection between
Provision of weep hole or drainage hole (similar to drainage
DESCRIPTION Qty Unit
168 Design, Manufacturing, Supply, Installation and fixing in
position of Fuji silver-tech or its equivalent make Precast
RCC L Shape Compound Wall / retaining wall having size
of 3500 mm Height and 2350 mm Wide at bottom having
thickness of wall 100 mm at top and 300 mm at Bottom. RCC
L shape compound wall provided as per drawing,
manufactured with self-compacted concrete, rate included,
jointing with GP2 or it's equivalent grouting mortar, drilling
hole when as required for cable passing with core cuttuer with
top PSC cover, RCC cable trench, Fixing as per instruction of
engineer in charge.
make Precast RCC L Shape Compound Wall having
mm Height and 2350 mm Wide at bottom. Size (width and
depth) of sections as above. The product should be meeting
BIS requirements. The product shall be duly steam cured in
the plant to have requisite compressive strength. The product
shall be made by using advanced precast technology using
high performance self-compacting concrete of M50 grade and
Fe 500 D grade TMT steel reinforcement bar. The product
shall have tie shape groove of 12-18 mm width and 16 mm
depth on both sides of each precast unit product for jointing
two precast units. The product shall be designed to take 1.8 T
wheel loading on top and 25 T uniformly distributed loading
on its side wall. The product should have flange coupling
jointing arrangements, one each at bottom and both the side
walls, at appropriate location for shear connection between
Provision of weep hole or drainage hole (similar to drainage
DESCRIPTION Qty Unit
169 Design, Manufacturing, Supply, Installation and fixing in
position of Fuji silver-tech or its equivalent make Precast
RCC L Shape Compound Wall / retaining wall having size
of 3000 mm Height and 2050 mm Wide at bottom having
thickness of wall 100 mm at top and 300 mm at Bottom. RCC
L shape compound wall provided as per drawing,
manufactured with self-compacted concrete, rate included,
jointing with GP2 or it's equivalent grouting mortar, drilling
hole when as required for cable passing with core cuttuer with
top PSC cover, RCC cable trench, Fixing as per instruction of
engineer in charge.
make Precast RCC L Shape Compound Wall having
mm Height and 2650 mm Wide at bottom. Size (width and
depth) of sections as above. The product should be meeting 45.00 RMT
BIS requirements. The product shall be duly steam cured in
the plant to have requisite compressive strength. The product
shall be made by using advanced precast technology using
high performance self-compacting concrete of M50 grade and
Fe 500 D grade TMT steel reinforcement bar. The product
shall have tie shape groove of 12-18 mm width and 16 mm
depth on both sides of each precast unit product for jointing
two precast units. The product shall be designed to take 1.8 T
wheel loading on top and 25 T uniformly distributed loading
on its side wall. The product should have flange coupling
jointing arrangements, one each at bottom and both the side
walls, at appropriate location for shear connection between
Provision of weep hole or drainage hole (similar to drainage
DESCRIPTION Qty Unit
170 Design, Manufacturing, Supply, Installation and fixing in
position of Fuji silver-tech or its equivalent make Precast
RCC L Shape Compound Wall / retaining wall having size
of 2500 mm Height and 1750 mm Wide at bottom having
thickness of wall 100 mm at top and 300 mm at Bottom. RCC
L shape compound wall provided as per drawing,
manufactured with self-compacted concrete, rate included,
jointing with GP2 or it's equivalent grouting mortar, drilling
hole when as required for cable passing with core cuttuer with
top PSC cover, RCC cable trench, Fixing as per instruction of
engineer in charge.
make Precast RCC L Shape Compound Wall having
mm Height and 2350 mm Wide at bottom. Size (width and
depth) of sections as above. The product should be meeting
BIS requirements. The product shall be duly steam cured in
the plant to have requisite compressive strength. The product
shall be made by using advanced precast technology using
high performance self-compacting concrete of M50 grade and
Fe 500 D grade TMT steel reinforcement bar. The product
shall have tie shape groove of 12-18 mm width and 16 mm
depth on both sides of each precast unit product for jointing
two precast units. The product shall be designed to take 1.8 T
wheel loading on top and 25 T uniformly distributed loading
on its side wall. The product should have flange coupling
jointing arrangements, one each at bottom and both the side
walls, at appropriate location for shear connection between
Provision of weep hole or drainage hole (similar to drainage
171 Supplying and fixing cat eye (Stimsonite) made out from
Acrilobeautile sterine injuction high compressed molding with
reflectormade of MMC (prismatic type of size 12cm x 6cm x 1700.00 Nos
2.5cm)provided with bituminous adhesive 100g. with each unit
forfixing. (High Intensity grade)
DESCRIPTION Qty Unit
172 Road marking with hot applied thermoplastic paints withreflectorising
glass beads on bitumin surface providing and layinga hot applied
thermoplastic compound 2.5 mm thick includingreflectorising glass
beads @ 250gms per sqm area, thickness of2.5mm is excluding of
surface applied glass beds as per IRC:35-2015. The finished surface
to be level, uniform and free fromstreaks and holes. zebra patta
/bump patta lane/center line/ edgeline/cut patta. The white color
marking should provide liminancecoefficinet on cemend road shalll be 610.00 Smt
min 130 mcd/m2/lux andAsphalt road shall be min 100 mcd/m2/lux
during the service lifeduring the day time. The marking should meet
the performancecriteria for night time reflectivity, wet reflectivity
and skidresistance as mentioned in the section-15 of IRC 35-
2015.Warranty for the Retro reflectivity should be two years.
173 Supplying and stacking black trap stone machine crushed grit of
6mm including royalty, all Govt Taxes trasporatation filling boxes etc. 128.00 CMT
completed as directed by EIC
174 Labour charges for spreading Grit in yard 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.
175 Performing Integrity test on each pile before casting of pile cap
with accurate insruments, Softwares etc. complete to determine
length or depth, Whole test shall be conducted as per ASTM D5882- 384.00 Nos
16-Standard test Method for low Strain Integrity Testing of Piles
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115_04. EMD BG Format.pdf
01_(AC) POWER CABLE BLOCK DIAGRAM -Model.pdf
02_(DC) POWER CABLE BLOCK DIAGRAM -Model.pdf
03_Connection Of 4 Electrode Method.pdf
04_1. EARTHING NOTES-Title.pdf
05_10. 66 kV 33KV Specification R14 Jun22.pdf
06_10. Amendment 66KV Nov24.pdf
07_10. R1 Lightning Arrestor DT 070916.pdf
08_11. Dist_Trans_63KVA to 500KVA_R5 Aug22.pdf
09_11. R1 TYPICAL EARTHING ARRANGEMENT FOR CVT-PT DT 070916.pdf
10_112233 KV LA R2 July-23.pdf
11_11kV_XLPE CABLE R2 Feb.23.pdf
12_12. R1 Typical Earthing Arrangement for Power Tran DT 070916.pdf
13_13. SLIDING GATE-Model.pdf
14_14. Standard Guideline for Earthing of EHV SS- GETCO R3 250517.pdf
15_15. TS-Maintenance Free Earthpit R1- 040615.pdf
16_16. TYPICAL ARRANGEMENT OF EARTH TEST PIT(CHEAK PIT)-Model.pdf
17_17. Typical Arrangement of Riser for Earthing System-Model.pdf
18_18. Typical Arrangement of Welding Joint(NEW)-Model.pdf
19_19. TYPICAL EARTHING ARRANGEMENT FOR BMK-Model.pdf
20_TYP.CABLE BLOCK DIAGRAM (66KV)-Model.pdf
21_TS_Protection Relays for 66 kV System_R2_260722 1.pdf
22_20. TYPICAL EARTHING ARRANGEMENT FOR BPI-Model.pdf
23_20_2. DETAILS OF EARTHING FOR D.P.STRUCTURE-Model.pdf
24_21. Typical Earthing Arrangement for Circuit Breaker-Model.pdf
25_21_2. EARTHING NOTES-Model-3.pdf
26_22 KV BPI cum Air Core Reactor R2 Feb-23.pdf
27_22. TYPICAL EARTHING ARRANGEMENT FOR CT-Model.pdf
28_220 132 66 KV LA Model (1).pdf
29_220 132 KV 66kV CB (R5) with FDN plan .pdf
30_23. TYPICAL EARTHING ARRANGEMENT FOR ISO.-Model.pdf
31_24. TYPICAL EARTHING ARRANGEMENT FOR LM-Model.pdf
32_25. Typical Earthing Arrangement for Switch Yard Gate-Model.pdf
33_26. TYPICAL EARTHING ARRANGEMENT FOR TOWER WITH PEAK-Model.pdf
34_27. TYPICAL EARTHING ARRANGEMENT FOR TOWER WITHOUT PEAK-Model.pdf
35_28. TYPICAL EARTHING ARRANGEMENT OF CABLE TRENCH-Model.pdf
36_TYPICAL EARTHING ARRANGEMENT OF CAPACITOR BANK.pdf
37_3. DETAILS OF PANEL EARTHING-Model.pdf
38_3. EARTHING NOTES-Model-4.pdf
39_TS_LT Panel board 400A_R5_April 2025.pdf
40_TS_66 KV Control and Relay Panels_R7__May 2025.pdf
41_TS_110V_220V Tubular Lead Acid Battery Sets_R5_230622 1.pdf
42_39. A2 STR FOR 11KV SIDE ARRANGEMENT R0 05.06.2015.pdf
43_39_33 22 kv CT PT incl. Tariff Metering (R4) March-23.pdf
44_4. EARTHING NOTES-Title.pdf
45_4. MEASUREMENT OF EARTH RESISTIVITY-Model.pdf
46_400220132 66 KV BPI R4 June-22.pdf
47_40_33 22 11 KV ISO R4 June-22.pdf
48_41. 11KV CROSS BOUDARY STRUCTURE 06.07.2015 A1.pdf
49_R3 11KV CONNECTION ARRANGEMENT 66 11KV TRANSFORMER A2.pdf
50_42. 11KV CROSS BOUDARY STRUCTURE 06.07.2015 A4.pdf
51_43. ARRANGEMENT OF 11 415KV DISTRIBUTION TRANSFORMER A3.pdf
52_Connection Of Four Electrode Method Measuring Soil Resistivity.pdf
53_5. EARTHING NOTES-Model-3.pdf
54_6. DETAILS OF PANEL EARTHING-Model.pdf
55_6. EARTHING NOTES-Model-4.pdf
56_66 kV CT PT R8 metering Jun-22.pdf
57_66 kV Isolator R6 June- 22.pdf
58_66 KV LA R6 June 22.pdf
59_66KV 630 SQ MM 1C POLY AL POLY-R4 - Print Copy 08.07.22.pdf
60_7. MAINTENANCE FREE EARTHPITS R3 29.05.20-Normal Soill-1 of 2.pdf
61_8. MAINTENANCE FREE EARTHPITS R3 29.05.20-Rocky Soill-2 of 2.pdf
62_9. DETAILS OF EARTHING FOR D.P.STRUCTURE-Model.pdf
63_9. MEASUREMENT OF EARTH RESISTIVITY-Model.pdf
64_A1 TO A4 SHEET-2 .pdf
65_A1 TO A4- SHEET 1 .pdf
66_Addendum terminal connector 10.06.2025.pdf
67_AL59 ZEBRA MOOSE GETCO- R4.pdf
68_Amendment Dist TRF - 1.pdf
69_Amendment 1 to SF6 CB TS- Validity of type test reports.pdf
70_Amendment to Isolator- 22.06.2023.pdf
71_Amendment- Structure weight.pdf
72_Amendment-1 to TS of 66kV CRP_ 180423.pdf
73_Ann-E Adaquacy of earthing 140415.pdf
74_Computer Printer.pdf
75_DG-Incomer arrangement .pdf
76_DSLP-CONTROL ROOM BUILDING.pdf
77_EARTH WIRE - R5.pdf
78_EARTH WIRE ACCESSORIES 7-3.15-R2.PDF
79_FINAL 66kV PSLD 08.11.2025.pdf
80_FIRED WEDGE CONNECTOR_R2 Mach- 23.pdf
81_G.I. EARTHING STRIPS.PDF
82_GTR_Motorized Remote Racking Device VCb of 11 kV Indoor VCB.pdf
83_HW ACCS AL59 CONDUCTOR - R2 JULY 2022.pdf
84_LT Control Power Cable R3.PDF
85_MQP GI Steel Str-compressed.pdf
86_MS PLAIN TOR BAR.PDF
87_Polymer housed 400-220-132-66 kV LA R2 June-22.pdf
88_PP-66kV EPC (Mehsana Surendranagar) SS.pdf
89_R0 LAYOUT PLAN 66KV EPC DT 25.01.2026 (FF UG TERMINATION).pdf
90_R0 LAYOUT PLAN 66KV EPC DT 25.01.2026 (OH TERMINATION).pdf
91_R0 LAYOUT SECTION OF 66KV DT 25.01.26 (OH).pdf
92_R0 LAYOUT SECTION OF 66KV DT 25.01.26 (UG).pdf
93_R0 SLD OF 66KV DT 25.01.26 (2 TR).pdf
94_R0 SLD OF 66KV DT 25.01.26 (3 TR).pdf
95_R1 - STEEL DRUM .pdf
96_R1 FITTING LAYOUT STANDARD CONTROL ROOM ILLUMINATION 66KV SS.pdf
97_R1 SCHEMATIC DIAGRAM STANDARD CONTROL ROOM ILLUMINATION 66KV SS.pdf
98_R2 INSTALLATION LOADING STANDARD OUTDOOR ILLUMINATION 66KV SS.pdf
99_R2 STANDARD OUTDOOR ILLUMINATION LAYOUT PLAN OF66KV SUB STATION.pdf
100_R5 - ACSR cond MOOSE ZEBRA PANTHER DOG.pdf
101_R5 - Silicon Rubber Insulator.pdf
102_SS HW 220 400KV SS R2.PDF
103_Terminal Connectors R2 June 22.pdf
104_TS - CT-PT-CVT JB - R1 June 22.pdf
105_TS - Yard LT ACDB - R2 June 22.pdf
106_TS FPE R1 Feb13.pdf
107_TS General Erection R1.pdf
108_TS Illumination System R9 Dtd.30.12.25.pdf
109_TS SS STR R12 11.03.2024.pdf
110_TS-Insulating Mat 270312.pdf
111_TS-Maintenance Free Earthpit 040615.pdf
112_TS-Solar roof System for Sub-stations 03.03.2026.pdf
113_TS_11 kV Indoor VCB Panels_R6_08.11.24.pdf
114_TS_110V Battery Chargers_R4_230622 1.pdf
115_04. EMD BG Format.pdf
116_05. SD cum PBG Format.pdf
117_10_ Erection circular -2.pdf
118_11_Public Proc Circular of GOI.pdf
119_12_RoW policy 2021.pdf
120_13_Letter for CBuD.pdf
121_14_ compensation GR_0001.pdf
122_15_RoW Guideline of GETCO GoG.pdf
123_16_Safety_regulation_for_TL.pdf
124_9_ERECTION Circular-1.pdf
125_Form of LD undertaking 1A.pdf
126_Form of LD undertaking 1B.pdf
127_MAAT LA Networth Form.pdf
128_66 kV LILO at Bevta SS Lat-Long.pdf
129_66 kV LILO at Bhemal SS Lat-Long.pdf
130_66 kV LILO at Bhet SS Surendranagar Lat-Long.pdf
131_66 kV LILO at Chindiwadi SS Lat-Long.pdf
132_66 kV LILO at Dharpipla SS Surendranagar Lat-Long.pdf
133_66 kV LILO at Hapa SS Lat-Long.pdf
134_66 kV LILO at Naroli SS Lat-Long.pdf
135_66 kV LILO at Sajjanpur Surendranagar Lat-Long.pdf
136_66 kV LILO at Undani SS Mehsana Lat-Long.pdf
137_66 kV LILO at Valadar SS Lat-Long.pdf
138_66KV Delvada-Chada Line Lat-Long.pdf
139_66kv Karli - Unjha (Aithor) Line Lat-Long.pdf
140_66kv Mehmdabad to Devki Vansol Lat-Long.pdf
141_Annexure A(SCC) Joint Venture Agreement.pdf
142_Annexure-B(SCC) Revised Joint Deed of Undertaking.pdf
143_BOQ Annexure-4 E-450.pdf
144_BOQ Annexure-6 E-450.pdf
145_BOQ Part-III Annexure-D E-450.pdf
146_BOQ Substation Civil E-450.pdf
147_BOQ Substation Electrical E-450.pdf
148_BOQ TL OH line Supply and Erection E-450.pdf
149_L-2 Schedule EPC SS line P-3 66 kV LILO at Bevta SS.pdf
150_L-2 Schedule EPC SS line P-3 66 kV LILO at Bhemal SS.pdf
151_L-2 Schedule EPC SS line P-3 66 kV LILO at Bhet SS.pdf
152_L-2 Schedule EPC SS line P-3 66 kV LILO at Chindwadi SS.pdf
153_L-2 Schedule EPC SS line P-3 66 kV LILO at Dharpipla SS.pdf
154_L-2 Schedule EPC SS line P-3 66 kV LILO at Hapa SS.pdf
155_L-2 Schedule EPC SS line P-3 66 kV LILO at Naroli SS.pdf
156_L-2 Schedule EPC SS line P-3 66 kV LILO at Sajjanpur SS.pdf
157_L-2 Schedule EPC SS line P-3 66 kV LILO at Valadar SS.pdf
158_L-2 Schedule EPC SS line P-3 66kv DC Mehmdabad to Devki Vansol.pdf
159_L-2 Schedule EPC SS line P-3 66kv SC Delvada - Chada Line.pdf
160_L-2 Schedule EPC SS line P-3 66kv SC Karli - Unjha (Aithor).pdf
161_L-2 Schedule EPC SS line P-3 LILO line to 66KV Undani.pdf
164_Part-I 3_Amendment -1 Tender spe 66KV SS and Lines E-450.pdf
165_EPC Package-3 Mehsana Zone and SurendranagarTS.pdf
162_Part-I 1 Tender Notice 66KV SS and Lines E-450.pdf
163_Part-I 2 Tender spe 66KV SS and Lines E-450.pdf
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