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Tender Value
₹151.6 Cr
EMD Value
₹15 L
Closing Date
29 Jun 2026, 4:00 pm
Additional Chief Engineer (P&C)
Supply, Erection, Testing, and commissioning of 66kV equipments and materials on Turnkey basis including civil works for 66kV Substations and associated transmission lines (OH only) (Package-4 i.e., Bharuch Zone)
302775
ACE(P&C)/Contract/E-459/66kV SS & OH TL/Turnkey
Open
Electrical
Vadodara
48 documents required · 27 mandatory · 21 optional
₹11,800
Gujarat Energy Transmission Corporation Limited
₹15 L
2 Jun 2026
2 Jun 2026
2 Jun 2026
29 Jun 2026
2 Jun 2026
Name of work : Civil BOQ for the work of “EPC Package -4 for 17 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 Jambuva Circle, Bharuch Circle and Navsari circle under Bharuch Zone."
SCHEDULE-B:- FOR CIVIL WORKS
SR. NO. DESCRIPTION QTY. UNIT
[A] EXCAVATION, FILLING AND EARTH WORK
1 Boring holes up to required depth in any type of soil, Soft rock and Hard rock (for cast in situ piles) 616.00 RMT
and disposal of the surplus excavated soil as directed with all lead and lift for diameter of piles
2 Extra for under reaming inside the bore holes for in any type of soil, Soft rock and Hard rock under 80.00 No
reamed piles of following diameter. 400mm dia pile
3 Boring holes up to required depth in in any type of soil, Soft rock and Hard rock (for cast in situ piles) 2941.00 RMT
and disposal of the surplus excavated soil as directed with all lead and lift for diameter of piles.
4 Extra for under reaming inside the bore holes for in any type of soil, Soft rock and Hard rock under 425.00 No
reamed piles of following diameter 300mm dia pile .
5 Boring holes up to required depth in in any type of soil, Soft rock and Hard rock (for cast in situ piles) 3923.00 RMT
and disposal of the surplus excavated soil as directed with all lead and lift for diameter of piles
6 Extra for under reaming inside the bore holes for in any type of soil, Soft rock and Hard rock under 523.00 No
reamed piles of following diameter. 1) 450mm dia pile
7 Boring holes up to required depth in in any type of soil, Soft rock and Hard rock (for cast in situ piles) 15.00 Rmt
and disposal of the surplus excavated soil as directed within any lead for following diameter of
piles.550 /600 mm Dia.
8 Excavation for foundation up to 1.50 m Depth including sorting out and stacking of useful materials 5700.00 CMT
& Refilling the sides of the trenches and disposing of the excavated stuff up to any lead -Loose or soft
9 Excavation for foundation up to 1.5m depth including refilling the trenches, sorting out and stacking 29381.00 CMT
of useful materials 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 - Dense and Hard Soil
10 Excavation for foundation 1.5 m to 3.0 m depth including refilling the trenches, sorting out and 5337.00 CMT
stacking of useful materials 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 - Dense and Hard Soil
11 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful 47.00 CMT
materials & Refilling the sides of the trenches and disposing of the excavated stuff up to any lead -
Dense and Hard Soil
12 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful 64.00 CMT
materials & Refilling the sides of the trenches and disposing of the excavated stuff up to any lead -
13 Excavation for foundation up to 1.50 m Depth depth including refilling the trenches, sorting out and 1819.00 CMT
stacking of useful materials and disposing of the excavated stuff up to any lead, dressing,rolling
watering & lift. No extra payment shall be made for disposing of extra excavated earth from s/s
premises or switch yard - Hard Murrum
14 Excavation for foundation up to 1.5m Mt. depth including refilling the trenches, sorting out and 1979.00 CMT
stacking of useful materials and disposing of the excavated stuff up to any lead, dressing,rolling
watering & lift. No extra payment shall be made for disposing of extra excavated earth from s/s
premises or switch yard -soft Rock not required blasting
15 Excavation for foundation up to 1.5m Mt. depth including refilling the trenches, sorting out and 837.00 CMT
stacking of useful materials 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 rock-
16 Excavation for foundation 1.5 m to 3.0 m including including refilling the trenches, sorting out and 333.00 CMT
stacking of useful materials 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 - Hard Rock
17 Excavation for foundation for depth from 1.5m to 3.0m including sorting out and stacking of useful 125.00 CMT
materials and disposing off the excavated stuff upto any lead.(D) Soft rock not requiring Blasting
SR. NO. DESCRIPTION QTY. UNIT
18 Excavation for foundation up to 1.5 M depth including sorting out and stacking of useful materials, 855.00 CMT
including disposing of the excavated stuff up to any lead. (Executed with Manual Labour) Dence &
19 Earthwork for embankment including breaking clods, dressing with all lead and lift (including 47076.00 CMT
watering, rolling and consolidation with 8 to 10 T rollers inlayers of 200mm thick at O.M.Cto required
dry density). Including all Labour charges & approved quality of Earth/Murrum & Govt. royalty
charges etc. if applicable. Approved quality of yellow earth/Murrum to be brought from outside.
(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 level)
20 Earthwork for embankment including breaking clods, dressing with all lead and lift (including 4658.00 CMT
watering, rolling and consolidation with 8 to 10 T rollers inlayers of 200mm thick at O.M.Cto required
dry density). Including all Labour charges & approved quality of Earth/Murrum & Govt. royalty
charges etc. if applicable. By excavated Earth (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
21 Filling in plinth/trenches & yard with earth in layers not exceeding200 mm, thick layers including 56828.00 CMT
watering, ramming, consolidating etc., complete as directed by EIC. - selected yellow soil brought
from outsie. The item rate includes all leads & lifts.
22 Earth work in cutting in all sorts of soil and soft/hard murrum/soft rock/hard rock including 1617.00
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
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 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.
23 Clearing and grubbing sub-station land including uprooting rank vegitation, grass, bushes, 88321.00 SMT
shurbs,saplings and trees grith up to 300mm removal of stumps of trees cut earlier and disposal of
unserviceable materials. (B) By machine.
[B] CONSTRUCTION 0.00
0 (1) MASONARY WORK 0.00
24 Providing Brick work using Common burnt clay building bricks having crushing strength not less than 3096.00 CMT
35 Kg/Sqm in cement mortar 1:6 (1 cement : 6 fine sand) for foundation and plinth. Conventional
25 Providing Brick work using Common Burnt building bricks having crushing strength not less than 35 3717.00 CMT
Kg/Sqm in cement mortar 1:6 (1 cement : 6 fine sand) for super structure above plinth up to floor two
level. Conventional bricks.
26 Providing Half brick masonry in Common burnt clay building building having crushing strength not 950.00 SMT
less than 35 Kg/cm in cement mortar 1:4 (1 cement : 4 coarse sand) in super structure and plinth.
Conventional bricks.
27 Filling in plinth with sand under floors including watring ramming consolidating and dressing etc 3770.00 CMT
0 (2) CONCRETE WORK 0.00
28 Providing and laying cement concrete 1:4:8 (1 Cement : 4 Coarse and : 8 black crushed stone 7470.00 CMT
aggregate 40mm nominal size ) and curing complete- Foundation and plinth.
29 Providing and laying ordinary cement concrete M-15 for RCC structure including finishing smooth 311.00 CMT
with curing etc. comp. excluding the cost of form work & cost of reinforcement.
30 Providing & laying control cement concrete M-20 as per mix design exposed work with curing etc. 10040.00 CMT
complete excluding the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse -For Footing base of col.,foundation & mass
31 Providing & laying control cement concrete M-20 as per mix design exposed work with curing etc. 1538.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse For Columns
32 Providing & laying control cement concrete M-20 as per mix design exposed work with curing etc. 3628.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircass For walls
33 Providing & laying control cement concrete M-20 as per mix design exposed work with curing etc. 722.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircass For Beams,
SR. NO. DESCRIPTION QTY. UNIT
34 Providing & laying control cement concrete M-20 as per mix design exposed work with curing etc. 614.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircass For Lintel, Chajja, Slab, Coping and other
cantilever portion
35 Providing & laying control cement concrete M-25 as per mix design exposed work with curing etc. 1354.00 CMT
complete excluding the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse -For Footing base of col.,foundation & mass
36 Providing & laying control cement concrete M-25 as per mix design exposed work with curing etc. 655.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse For Columns
37 Providing & laying control cement concrete M-25 as per mix design exposed work with curing etc. 176.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse For Vertical Wall
38 Providing & laying control cement concrete M-25 as per mix design exposed work with curing etc. 958.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse For Beams,
39 Providing & laying control cement concrete M-25 as per mix design exposed work with curing etc. 1418.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. GF+FF & Staircasse For Sill,Lintel,Coping, chajja, slab,Staircase
40 Providing and laying controlled cement concrete M 30 with minimum cement contents as approved 314.00 CMT
in drawings for R.C.C. bored piles by using tremie pipe including ramming vibrating curing finishing
and chipping at top etc complete, as directed by EIC.(Integrity test to be done for all pile prior to cast
41 Providing & laying control cement concrete M-30 as per mix design exposed work with curing etc. 80.00 CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement. For Pile cap for control room
42 Providing and laying controlled cement concrete (Triemi concrete) M-25 for R.C.C. bored piles of 806.00 CMT
including ramming vibrating curing and finishing (excluding reinforcement) etc complete. For Pile
(Minimum Cement Content as per approved drawings)
43 Providing and casting in situ controlled cement concrete M 25 for R.C.C. pile cap including necessary 93.00 CMT
formwork vibrating curring and finishing (excluding reinforcement) etc complete.
44 Providing & Fixing in position as per approved drawing Thermo Mechanically Treated steel 1427.00 MT
reinforcement bars FE 500/500D confirmong 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.
45 Providing & Fixing in position as per approved drawing CRS steel reinforcemnet bars FE 500/500D 615.00 MT
confirmong 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.
46 Providing & Fixing in position as per approved drawing Thermo Mechanically Treated steel 98.00 MT
reinforcemnet bars FE 500/500D confirmong to IS 1786 with fusion boanded epoxy paint 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.
0 (3) PLASTER WORK 0.00
47 Providing 15mm thick cement plaster single coat on masonary / bela / concrete wall / ceiling for 11427.00 SMT
plastering up to any floor level finished even and smooth in cement mortar 1:3 (1 Cement : 3 sand)
finished with floating coat of neat cement slurry.
48 Providing 15mm thick sand face cement plaster on walls in single coat on fare side 46075.00 SMT
masonary/bela/concrete wall/ceiling up to any height and finished even and smooth in C.M. 1:3 (1
cement : 3 sand) etc. complete.
49 Providing 20mm thick sand face cement plaster on wall up to height 10 meters above ground level 17165.00 SMT
consisting of 12mm thick backing coat of C.M. 1:3 (1 cement : 3 sand) and 8mm thick finishing coat of
C.M. 1:1 (1 cement : 1 sand) etc. complete.
SR. NO. DESCRIPTION QTY. UNIT
50 Providing cement vata (10cmx10cm size) quarter round in cement mortar 1:1 including neat cement 2023.00 RMT
finishing watering etc. complete.
51 Providing and fixing chicken wire mesh on masonry column joint, Beam masonary joint, Lintel & Sill 1312.00 SMT
masonary joint including materials, labour charge for fitting etc. as per direction of engineer in charge.
52 Providing and fixing 600 mm dia cross spire razor type concertina coil on wall upto 03m height with 4737.00 RMT
providing and fixing GI angle 50x50x6 mm PLUS '+' shaped placed at approx. 3.00 m apart including
painting and with P& F 04 no. of horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples
and G.I.clips to retain horizontal, etc complete as per manufactures specification and as per direction
of engineer-in-charge.
0 (4) PAINT WORK 0.00
53 Providing and Applying distempering (three coats) with oil bound distemper of approved brand and 17443.00 SMT
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 and also including
preparing the surface even and sand papered smooth. Minimum 05 year warranty certificate to be
taken from paint brand. (Note: Before making final payment to agency warranty certificate from the
original manufacture for specific project on the name of agency must be collected.)
54 Providing and Applying 1(One) Coat of SMARTCARE PRIMERO and 2(two) coats of APOCOLITE APEX 22061.00 SMT
plastic emulsion paint or its equivalent Wall painting of approved brand and manufacture And GETCO
Approved Shade on undercoated wall surface to give an even shade. The work included thoroughly
brushing/cleaning the surface free from mortar droppings and other foreign matter and also
including preparing the surface even and smooth by sand paper or any other approved method.
Minimum 05 year warranty certificate to be taken from paint brand. (Note: Before making final
payment to agency warranty certificate from the original manufacture for specific project on the
name of agency must be collected.)
55 Providing and Applying (Three coats) of weather proof exterior emulision APOCOLITE APEX or its 27439.00 SMT
euqi. ACRYLIC EXTERIOR paint on exiting plastered surface or approved make & shade including
finishing & thinning as per manufacture’s instruction A gap of 6 hrs.should be given between
subsequent coats.The work should be carried out strictly as per manufacture’s specification and
requirement comp.As directed by EIC. Minimum 05 year warranty certificate to be taken from paint
brand. (Note: Before making final payment to agency warranty certificate from the original
manufacture for specific project on the name of agency must be collected.)
56 Providing & applying 3 coats of ACID/ALKALI resisting paint of approved shade & make to wall, 719.00 SMT
ceiling including filling putty smoothing the surfaces scaffolding etc. complete as directed by E.I.C.
Minimum 05 year warranty certificate to be taken from paint brand. (Note: Before making final
payment to agency warranty certificate from the original manufacture for specific project on the
name of agency must be collected.)
57 Providing and Applying white washing with lime on wall / ceiling surfaces (three coats) to give and 2611.00 SMT
even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drops and
other foreign matter.
58 Providing and Applying two coats of Birla or Asian actrylic lappy (putty) and two coats of primer of 17392.00 SMT
approved brand and manufacture on new wall surface to give an even shade including thoroughly
brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.
0 (5) FLOORING 0.00
59 Providing and laying 24"x24" Vitrified-JOHNSON / KAJARIA / NITTCO or its equivalent make 8 to 10 1019.00 SMT
mm thick tiles (600mm x 600mm) flooring over 20mm (Average) base of Cement Mortar 1:6 (1-
Cement : 6 Coarse Sand) on new surface or fixing on existing flooring by adhesive materials and also
for skirting and dedo on 10mm thick cement plaster in 1:3 including dismentalling of existing flooring
and jointed with colour cement slurry including finished with flush pointing & cleaning the surface etc
complete for light shade.
60 Providing and laying color glazed tiles-JOHNSON / KAJARIA / NITTCO or its equivalent make 8 to 10 2000.00 SMT
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 plaster in CM 1:3 for
base, filling the joints with white/color cement neatly finishing the joints curing etc. complete.
SR. NO. DESCRIPTION QTY. UNIT
61 Providing and laying approved quality polished Kotah stone slab(25mm th. and 600mm x 600mm in 4235.00 SMT
size) flooring including using 35x25mm approved quality machine cut, marble strip over 20mm
(average) thick base of cement mortar 1:6 (1 cement : 6 course sand or L.M. 1:1.5 laid over and
jointed with grey cement slurry including rubbing and mirror polishing using polishing machine with
grinding six emery's of different no. including using special chemical powder for mirrirpolishing
including white cement coating two times during polishing for filling up minute holes or cracks in
joints etc. complete. The item rate includes the removing the existing flooring including base
concrete, throwing the stuff as & where directed upto any lead. Etc. complete as directed by E.I.C.
The waste material will be property of contractor.
62 Providing and laying polished Kota stone slab 25 mm th. in risers of steps, Dedo and sills laid on 10 537.00 SMT
mm thick CM 1:3 & jointed with grey cement slurry including rubbing and polishing etc. complete.
63 Providing and laying marble stone slab over 20mm base of cement mortar 1:6 (1-cement:6 coarse 1171.00 SMT
sand) laid and jointed with grey cement slurry mixed with pigment to match the shade of slab
including rubbing polishing etc complete-25 mm thick for sills, jambs.
64 Providing & laving 75 mm thick IPS flooring in C.C.(1:2:4) including finishing the floor with smooth 4139.00 SMT
cement slurry, marking diagonal lines, curing etc. complete as directed by E.I.C.
0 (6) DOORS AND WINDOWS 0.00
65 Providing and fixing factory-fabricated uPVC door manufactured by ISO Approved Brand & other 155.00 SMT
accessories required for the UPVC sections of 60 series Group: (1) with door outer frame section of
x 58 x 2.20 mm thick (2) Door shutter frame all side with top, Bottom and lock rail of 104 X 60 x
2.20mm thickness (3) Modish type multipoint lock system (4) Tower bolt 250mm long (5) Top panel
using 6.0mm thick Triveni or Modi or Saint Gobain make float glass fixed with PVC Clear gasket
(6)Floor mounted Hydraulic spring of make approved by the Engineer - in – Charge. with all other
required fixtures and fastening of UPVC Door, with all labours and materials etc. complete as directed
by EIC. The whole UPVC Door frame and shutter is to be water proof, weather proof, termite proof
and resistance to mild acid/Alkali resistance including UPVC hinges with necessary screws, fixture and
fastenings etc complete.
66 Providing and fixing uPVC 2-track sliding window manufactured by ISO Approved Brand having frame 262.00 SMT
section 60×46 mm, sash section 55×37 mm with 2.2 mm sash thickness, complete with nylon/steel
rollers, interlock system, EPDM gaskets, wool pile sealing, 5 mm clear float glass, necessary fasteners,
silicone sealant, drainage provision including all hardware accessories as required and transparent
silicon sealant glass fixing to frame as per details etc complete for Window. The whole UPVC Window
frame and shutter is to be water proof, weather proof, termite proof and resistance to mild
acid/Alkali resistance including UPVC hinges with necessary screws, fixture and fastenings etc
67 Providing and fixing factory-made uPVC louver ventilator manufactured by ISO Approved Brand 32.00 No
having frame size 60x58 mm & thickness 2.2 mm, louver blades fitted with 4 mm posted
(frosted/clear) glass strips, complete with end caps, pivot mechanisms, EPDM gaskets with necessary
screws, fixture and fastenings etc complete.
68 Providing and fixing factory-fabricated uPVC door manufactured by ISO Approved Brand having with 96.00 SMT
door outer frame section of 60 x 58 x 2.2 mm thick (2) Door shutter frame all side with top, Bottom
and lock rail of 104 X 60 x 2.20 mm ISO certified water proof frame. The whole UPVC Door frame and
shutter is to be water proof, weather proof, termite proof and resistance to mild acid/Alkali
resistance including UPVC hinges with necessary screws, fixture and fastenings etc complete.
SR. NO. DESCRIPTION QTY. UNIT
69 Providing and fixing fully glazed / partly glazed double leaf 20 micron thick colour anodized aluminium 133.00 SMT
door with following listed extruded section manufactured by Jindal luminium 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 2.40mmthickness
(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 Clear gasket (12) Bottom panel
using 12mm thick exterior grade prelaminated particle board of make approved by the Engineer - in -
Charge (for partly glazed door) fixed with virgin PVC clear gasket (13) Door Closer of make approved
by the Engineer - in – Charge. with all other required fixtures and fastening of colour anodized with
aluminium beading, with all labours and materials etc. complete as directed by EIC. Aluminium section
user for fixing hinges, door closer, etc. shall be filled with country teak wood to receive screws.
70 Providing and fixing window having extruded aluminium 20micron thick colour anodized section 304.00 SMT
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 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.
71 Providing and fixing approved quality 20micron thick color anodised aluminum ventilator having 24.00 SMT
frame size 63x38.10 mm having thickness 1.20mm & weighing 0.643 kg/rmt approx standard
aluminum extruded anodized frame having panel of 5mm thick white/brown glass fixed horizontal
louvers in aluminum channel as per details drawings.
72 Providing & fixing approved quality FRP door having FRP frame of size 100x50mm & 28mm thick FRP 74.00 SMT
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 fiber 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, weather proof, termite proof and
resistance to mild acid/Alkali resistance including SS hinges with necessary screws and aluminum
fixture and fastenings etc complete. 28mm th. shutter & 100x50mm frame.
0 (7) FABRICATION ITEMS 0.00
73 Providing and fixing approved quality rolling shutters of approved make and made with crane 382.00 SMT
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 push pull 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.
74 Providing and fabricating and erecting M.S. Fabrication work Welded angle posts, racks & trays for 7261.00 KG
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 3 coats of oil
painting of approved shade & tint with one coat of red oxide primer etc. complete as directed by EIC.
75 Supply, fabrication, cutting, threading of M.S rod bolt including hot dip galvanizing the same of 29903.00 KG
required size and length including 2 Nos of hex nuts with check nut, lock nut, plain washer,spring
washer, base plate 65X10 thick stopper pit welded at end. etc; complete as directed by E.I.C
SR. NO. DESCRIPTION QTY. UNIT
76 Setting of TR Rail for transformer plinth in line, level and gauge before concreting of foundation and 53.00 No
making necessary holes in rail poles if required & fixing the foundation bolts and fixing template in
such a way as it remains in position during concrete as directed by EIC.
77 Setting of template & foundation bolts in line and level before concreting of foundation and making 2516.00 No
arrangement of fixing template in such a way as it remains in position during concrete etc. comp. As
directed by EIC. Note:The rate includes supplying and setting both.
78 Providing & Fixing SIGN BOARD having size 1000 X 750 mm. for SUB-STATION made from 16 gauge 25.00 No
M.S. Sheet having frame work of 35X35X3 mm. M.S. angle all-round & 4 vertical intermediate angle
supports at equal distance welded to sheet with 3 Nos. of 50X50X6 mm. M.S. angle posts 3.0 M. long
with arrangement of bolting, 3 coats of oil painting etc., complete as directed by E.I.C
79 Providing & Fixing SIGN BOARD having size 2000 X 1000 mm. for SUB-STATION made from 16 gauge 3.00 No
M.S. Sheet having frame work of 35X35X3 mm. M.S. angle all-round & 4 vertical intermediate angle
supports at equal distance welded to sheet with 3 Nos. of 50X50X6 mm. M.S. angle posts 3.0 M. long
with arrangement of bolting, 3 coats of oil painting etc., complete as directed by E.I.C .
80 Providing & Fixing hinged type 40mm. dia. M.S. Pipe “B” class all around & 20mm.dia. M.S. Pipe gate 101.00 SMT
as per drawing & design with necessary brackets, hold fasts welded to vertical girders, locking
arrangement on top & aldrop on both sides, ball bearing wheels for sliding the gates with
50X6mm. M.S. Flat guide rail fixed in concrete with 3 coats of oil painting of approved shade & make
with one coat of red oxide primer etc., complete as directed by E.I.C. (COST DOES NOT
INCLUDE THE COST OF COLUMNS, STEEL/JOISTS, CONCRETE, MASONRY ETC.)
81 Providing and fixing approved quality Sliding gate of 40mm dia mild steel pipe B class all round and 207.00 SMT
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 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)
82 Providing and fixing MS cover for cable trench in CR made from 14 gauge MS sheet having MS angle 467.00 SMT
frame all round of 40x40x5mm size & cover shutter frame of angle 30x30x5mm size & 2 supports at
middle incl oil painting of 3 coats of approved shade & make & one coat of primer with providing
handles of 6mm dia MS bar as per instruction etc. comp as directed by EIC.
83 Providing and fabricating and erecting GI work Welded angle posts, racks & trays for cable trench 99497.00 KG
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 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 contractor).
84 Providing supplying fabricating and erecting chain link fencing panel of size 2400x2000mm made 35013.00 KG
from 75x75mm & 10 gauge GI chain link & 50x50x6mm angle including fixing and chain link in angle
frame by means of 40x3 mm GI flat welded to angle frame. Drilling of holes in angle frame and flat,
fixing the same with angle post in line, level and plumb by means of 10 mm dia bolts and nuts in
frame and flat with hot deep galvanizing as per IS-2633/72 & 209 of 1966 or latest amendment, etc
including applying of one coat of red oxide primer followed by 3 coats of oil painting of approved
shade & tint painting to chainlink frame etc complete as per drawing as directed by EIC. (All this
materials like GI flat, chain link fencing, GI angles, bolts, nuts will have to be supplied by the
85 Providing & fixing MS Grill of approved quality & design weighing 25 to 30 kg/smt. as per drawing & as 7863.00 KG
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
86 Providing & fixingM.S. ladder 450 mm wide and 50x6 mm M.S. flat and 16 mm dia M.S. Plain bar 60.00 RMT
welded as steps at 300 mm C/C and fixing the ladder and 3coats of oil painting etc. complete as
directed by EIC.
SR. NO. DESCRIPTION QTY. UNIT
87 providing and mixing Integral W.P. compound (Liquid of standard quality) tested as perI.S. 2645 of 585.00 Liter
"Pidilite make" or its equilent make as directed by EIC in Cement concrete for roof & plaster.
88 Providing & fixing pre-cast Rubber Dye inter locking colour concrete block with block 60 mm thick 2316.00 SMT
with grade of concrete M300 pnumatic compressed by mechanically pressed and as per approved
design including 75 mm sand layer for leveling and filling the joint with sand in proper line and level
89 Providing & placing 50mm thick & 300mm wide Prestressed Concrete Cover (for clear span of up to 5021.00 SMT
1.2 meter in proportion (1:1:5:3) or M-20 necessary reinforcement or 4mm dia HT steel wire-4 Nos.
bars and 4mm dia. distribution bars at 150 mm C/C as per drawing & design including providing
necessary M.S. bar hooks for lifting arrangement & vibrating with vibrators. Finishing all the surfaces,
curing by placing in water pond for ten days etc. complete as directed by E.I.C. ( The rate includes
cost of all material required, labour charges, transportation, loading, unloading etc.
90 Providing and fixing 12 mm dia MS Fan hooks embedded in slab or beam during casting as per 168.00 No
instruction including 3 coats of oil paint etc. complete as directed by EIC.
91 Providing and fixing pre-cast concrete kerb-stone of gray cement based concrete block 45cm length,60cm 92.00 RMT
height and 10cm thick of M200 grade concret as per approved design and including fixing inproper line
and level,filling the joint with C:M1:3 (1cement:3fine sand) etc complete.
92 Providing & laying water proofing treatment on terrace including applying neat cement slurry 2.75 4548.00 SMT
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 the surface
with trowel with white cement slurry after finishing the whole terrace shall be flooded 75mm deep
with water for a period of two weeks.300 mm vata on wall shall be done. The measurements shall be
given only for clear area of terrace excluding the area of vatta. The contractor shall submit
performance guarantee of the waterproofing item at the rate of 20% of cost of item of work order in
form of DD/BG for a period of 5 years from actual date of completion of work on stamp paper of
appropriate value in approved format of GETCO.
93 Providing & applying anti termite treatment, as per IS 6313 (Part.II & II 2001) for building works in 4553.00 SMT
pre construction & post const. stages, using chemicals conforming to relevant IS in water emulsion
and effective when applied uniformly over the area to be treated. The chemical to be used is
chlorophriphos 20% EC or its equivalent. The treatment is to be carried out as per the procedure
mentioned below and treated plinth surface area is to be taken for measurement. (with performance
guarantee for 5 years)a)For pre construction treatment: For plinth filling & periphery holes in side
plinth to be drilled 300MM C/C each having depth 1.5M and for inside plinth the hole are to be
treated with diluted chemical solution, 1.5 lit. per hole, in the ratio of 1:20. For periphery i.e. out side
plinth the ditch is to be treated with diluted solution 2.25 litre per rmt. In the ratio 1:20. The entire
surface area is to be treated with diluted solution of dose 2.5 litres per smt. over and above as a
plinth surface treatment.The contractor shall submit performance guarantee of theanti termite
treatment item at the rate of 20% of cost of item of work order in the form of DD/BG 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 GETCO.
94 Providing & fixing approved quality 300x300mm size marble year plate with black border all round & 17.00 No
letters including fixing the same in cement mortar etc. comp. As directed by EIC.
95 Painting the letter with best enamel oil paint in 200 to 250mm size etc. complete as directed by EIC 2100.00 No
(paint should be brought by the contractor)
96 Providing plantation & development of plants /trees/flowers,ornamental plants, & garden 1650.00 No
shrubs,small trees of plants of selected & approval name quality,size & growth in good condition.The
work includes cost of plants,material,digging pit in the soil of size 0.6x0.6x0.6 mtr soil for planting
trees. mixing manure & refiiling pit with good earth ,watering as & where required. Providing
pesticides/fertilizer for maintenance,replacement & replacing of dead plant during
maintanence.cleaning,removing,labour,tools & tackles transportation,loading & un loading
etc.complete as directed by E.I.C.
SR. NO. DESCRIPTION QTY. UNIT
97 Providing and fixing Sign Board made out of 2 mm Aluminium/ ACP sheet of size 180 x 120 cms as per 17.00 No
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 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.
98 Transportation of TR Rail poles, breaker foundation bolts of any dimension size from VAV 34.00 MT
construcion Division store to erection work site including loading, unloading, carting and all necessary
labour works etc. completed as directed by Engineer in charge.
[C] WATER SUPPLY AND DRAINAGE & MISC. 0.00
0 (1) PIPES 0.00
99 Providing, laying and jointing in true line and level 15 mm diameter UPVC pipe (SCH-40) for cold 692.00 RMT
water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by
Engineer in charge. Pipe shall be fixed on the wall with the help of clamp at every two meter c/c or
shall be concelled as directed including necessary fittings, fastening, fixtures, excavation and back
filling. The rates includes testing of pipe and jointing and fixing the same with adhesive solvent,
including cost of all materials.
100 Providing, laying and jointing in true line and level 25 mm diameter UPVC pipe (SCH-40) for cold 1290.00 RMT
water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by
Engineer in charge. Pipe shall be fixed on the wall with the help of clamp at every two meter c/c or
shall be concelled as directed including necessary fittings, fastening, fixtures, excavation and back
filling. The rates includes testing of pipe and jointing and fixing the same with adhesive solvent,
including cost of all materials.
101 Providing, laying and jointing in true line and level 40 mm diameter UPVC pipe (SCH-40) for cold 2127.00 RMT
water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by
Engineer in charge. Pipe shall be fixed on the wall with the help of clamp at every two meter c/c or
shall be concelled as directed including necessary fittings, fastening, fixtures, excavation and back
filling. The rates includes testing of pipe and jointing and fixing the same with adhesive solvent,
including cost of all materials.
102 Providing & fixing FINOLEX brand or equivalent approved quality rigid 6kg/cm2 P.V.C. pipe for rain 1229.00 RMT
water including necessary fittings like bends, shoe, cowl etc. & fixing the pipes to the wall in plumb by
means of G.I. Clamps of 18 gauge sheet at 1 to 1.5 meter distance, filling the joints with approved
solution complete as directed by E.I.C. - 110 mm Dia.
103 Providing & fixing FINOLEX brand or equivalent approved quality rigid P.V.C. pipe for rain water 3997.00 RMT
including necessary fittings like bends, shoe, cowl etc. & fixing the pipes to the wall in plumb by
means of G.I. Clamps of 18 gauge sheet at 1 to 1.5 meter distance, filling the joints with approved
solution complete as directed by E.I.C. - 110 MM PVC PIPE
104 Providing and laying (two level or slopes) and jointing reinforced concrete light duty, nonpressure 892.00 RMT
pipes I.S> class NP2 of the 150 mm internal diameter with collars and butt ends prepared for collar
joints including testing of units complete.
105 Providing & laying rigid 10 kg/cm2 PVC drainage pipe 75mm dia. including necessary fittings like 3263.00 RMT
bend, tee,Y bend plug etc. fixed with wall by means of clamps & nails with water tight joints by
approved solution etc. complete as directed by EIC.
106 Providing & fixing FINOLEX brand or equivalent approved quality rigid P.V.C. pipe for rain water 69.00 RMT
including necessary fittings like bends, shoe, cowl etc. & fixing the pipes to the wall in plumb by
means of G.I. Clamps of 18 gauge sheet at 1 to 1.5 meter distance, filling the joints with approved
solution complete as directed by E.I.C. 150mm dia. Pipe
107 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 1180.00 RMT
including necessary excavation & refilling the trenches, joining, the pipes with C.M. (1:1) & filling
150mm thick concrete (1:4:8) below joints, curing etc. completed as directed by E.I.C I.S. Class NP3 of
internal diameter 300 mm.
108 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 205.00 RMT
including necessary excavation & refilling the trenches, joining, the pipes with C.M. (1:1) & filling
150mm thick concrete (1:4:8) below joints, curing etc. completed as directed by E.I.C I.S. Class NP3 of
internal diameter 600 mm dia
SR. NO. DESCRIPTION QTY. UNIT
109 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 20.00 RMT
including necessary excavation & refilling the trenches, joining, the pipes with C.M. (1:1) & filling
150mm thick concrete (1:4:8) below joints, curing etc. completed as directed by E.I.C I.S. Class NP3 of
internal diameter 900 mm dia
110 Providing, fixing approved quality of HDPE pipe of ISI quality with all accessories fittings, jointing etc. 2716.00 RMT
suitable for submersible pump lowering in bore etc. complete as directed by EIC. - 50mm dia.(outer)
0 (2) FIXTURES 0.00
111 Providing and fixing approved quality PVC SWR Nahani trap IS 14735 for drain 75 mm diameter with 145.00 No
jaliwith self cleaning design with CI scread down or hinged grating including the cost of cutting with
additional aluminum perforated jali cover & Pipe outside the wall with plug, bend, and making good
the walls etc. complete as directed by E.I.C.
112 Providing and fixing approved quality S.W. gully trap with C.I. Grating, brick masonry chamber and 36.00 No
water tight C.I. cover with frame of 300 mm x 300 mm size (inside) with standard weight. (B)
mm x 100mm size P or R type.
113 Providing & fixing approved quality light type 600X450 mm size C.I. Manhole covers with water tight 58.00 No
C.I. Frame & fixing the same in concrete etc. complete as directed by E.I.C.
114 Providing & fixing approved quality light type 600X600mmsize C.I. Manhole covers with water tight 85.00 No
C.I. Frame & fixing the same in concrete etc. complete as directed by E.I.C.
115 Providing & fixing approved quality gun metal check or non-return fullway wheel valve 25MM DIA 95.00 No
116 Providing and fixing approved quality screw down bib tapes of following size: (A) Brass screw down 187.00 No
bib tap polished bright 15mm dia.
117 Providing & Fixing approved quality a set of 6 Nos. of stainless steel coat racks of approved quality 66.00 No
fixed on 20 mm. thick teak wood batten including 3 coats of oil painting etc., complete as directed by
118 Providing and fixing approved quality C.P. Brass towel rod complete with C.P. Brass brackets fixed to 66.00 No
wooden plugs with C.P. Brass screws. 600mmx20mm size
119 Providing and fixing approved quality 600mm x 450mm beveled edge mirror of superior glass 66.00 No
mounted on PVC moulded frame and fixed to wooden plugs with C.P. brass screws and washers.
120 Providing & Fixing 600X400X150mm size Stainless Steel approved brand Kitchen Sink Incl waste pipe 33.00 No
& Coupling etc; complete as directed by EIC.
0 (3) BORE AND WATER SUPPLY 0.00
121 Providing & fixing approved quality readymade P.V.C. water tight storage tank of 1000 liters capacity 19.00 No
made from linear low density polythene & low density polythene LDPF product confirming to I.S. :
10146-1982 with cover including providing & fixing one 20mm dia, float valve ball-cock, one 20mm
dia G.I. over flow pipe of length up to 0.30 t. including making all connection for inlet/outlet etc.
complete as directed by E.I.C.
122 Providing & fixing approved quality single phase open well submersible pump of ISI brand (1.50 H.P) 17.00 No
with all GI fitting for inlet & outlet connection including providing G.M.Wheel valve required electric
fitting / switch board etc. comp.
123 Providing and fixing approved quality control panel board metal box I.S.I. with a main fuse 20.00 No
connection ampere meter, volt meter 30 Amp. 1 phase switch single phase preventor cum water
level guard and male and female type socket 1 phase indicator lamps and toggle switch etc. including
all wiring/earthling completed as directed by E.I.C.
124 Drilling of bore well of 165mm dia by machine in all kind of soil, sand, clay Murrum, soft rock and 990.00 RMT
hard rock etc. complete truly vertical with equipments and labors etc. complete as directed by E.I.C.
125 Drilling of bore well 200/215mm dia suitable for lowering 175/200mm dia casing pipe by machine in 1120.00 RMT
ordinary soil soft or hard murrum, soft rock etc truly vertically with all equipments, labours, etc.
complete as directed by EIC.
126 Providing and fixing top cap for 165mm. Dia casing pipe with clamp and hole for column pipe 17.00 Job
lowering clamps for both casing and column pipe socket and other accessories required for
completing the job as directed by Engineer in charge.
127 Providing & Installing Vertically 175 mm dia 'CM' type "U"pvc casing pipe/strainer of ISI casing pipe 415.00 RMT
in the bore as per Specifications including lowering the pipe with jointing etc., Complete as Directed
SR. NO. DESCRIPTION QTY. UNIT
128 Providing fixing and lowering 200 mm dia OD having wall thickness 8.8 to 9.8 mm PVC CM casing 1214.00 RMT
pipe/strainer pipe of IS :12818 AROMA make or it`s equivalent including necessary threading
couplings connections etc. complete as directed by EIC. For Casing Pipe
129 Providing fixing and lowering 165 mm dia OD having wall thickness 8.8 to 9.8 mm PVC CM casing pipe 48.00 RMT
of IS :12818 AROMA make or it`s equivalent including necessary threading couplings connections etc.
complete as directed by EIC. For Casing Pipe
130 Providing and laying cement sealing work for the drilled bore well hole to stop entry of upward salty 1.00 Job
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.
131 Supplying and lowering the approved ISI submersible pump of 3.0HPX4 stage in bore well etc. comp. 17.00 No
as directed including ISI approved MEI type oil immersed auto transformer starter commissioning and
testing to required delivery head (including all other accessories.)
132 Providing and jointing 4mm sq. flat copper cable sufficient for 2hp pump set etc complete as 2730.00 RMT
133 Providing water logging test with electro logging equipment & required machinery for ascertaining / 17.00 No
logging aquifers encountered in bore well and arranging and defining the water availability test giving
test report of Geo-hydrologist from Government approved laboratory, recommending water bearing
zones, TDS of water etc., complete as directed by E.I.C.
134 Developing,cleaning,& giving yield test for the bore well by required size of compressor & pump 14.00 No
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 equipment required to carry out the test etc, comp as directed by
135 Supply of approved quality washed graded gravel of size of 3mm to 6mm incl packing the same in 1487.00 RMT
angular space between casing pipe and bore hole. Before packing the gravel shall be screened and all
undersized and oversized particals shall be removed. The gravel shall be free from all impurities and
foreign materials.
136 Providing and fixing wash basin with single hole pillar tap with tap with C.I. or M.S. brackets painted 57.00 No
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. 550 x
137 Providing and fixing approved quality EUROPIAN PAN water closet squatting pan size 580mm 56.00 No
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.
138 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed 4.00 No
concrete, foot reste and trap to be measured and paid for separately) (A) Vitreous China.(I) Long
pattern = White colour
139 Providing and fixing urinal of approved quality including connection with trap and with integral 29.00 No
longitudinal flush pipe concealed outlet (A) squaring plate pattern white earthenware 550mm x
140 Providing B.B. Masonry inspection chamber for underground CI inspection chamber and bends with 90.00 No
bricks heavy crushing strencth not less than 35 kg/cm2 in CM (1:5), CI cover with frame (light duty)
455mm x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kgs
(weight of cover 23 kg and weight of frame 15 kg). RCC top slab with 1:2:4 mix (1cement: 2Coarse
sand : 4 graded stone aggregate 20 mm size). Foundation cocnrete 1:5:10, inside plaster 15 mm thick
with cement mortar 1:3 finished smooth with floating coat of neat cement on walls and bed concrete
etc. complete. Inside dimensions 455mm x 610 mm and 450 mm deep.
[D] YARD LEVELING & METAL SPREADING & ROAD WORK 0.00
141 Providing and laying Granular sub-base in two later by providing coarse graded material Grading- I 3646.00 CMT
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 leveling the material at site of work ,mixing and
spreading into grade and camber , watering and consolidation at OMC with roller including cost of
material ,labour etc complete
SR. NO. DESCRIPTION QTY. UNIT
142 Providing and laying spreading and compacting machine crushed black trap stone aggregate (53 mm 3387.00 CMT
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%), Wet Mix Macadam ( two layer ) in the material with water to OMC in mechanically mix (pug
mill) carriage of mix material by tipper to site laying, spreading and compacting in sub base, base
course on well prepared under base of compacting with roller to achieve the desired density etc
completed as directed by Engineer in charge (Mechanically laid) ( WMM)
143 Providing and Laying Controlled cement concrete M20 for trimix RCC road excluding the cost of 1548.00 CMT
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 @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.
144 Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- Aggregates 40 mm 3782.00 CMT
nominal size) and curing complete excluding cost of formwork in (A)Foundation, Yard and Plinth
145 Providing and laying cement slurry of mix 1:6. It shall be laid uniformly over cement concrete layer. 49748.00 SMT
The cement consumption for slurry shall not be less than 15Kg for every 100 Sq.m. as directed by EIL
146 Supplying and spreading anti-weed treatment of approved ISI standard make or equivalent weedicide 56915.00 SMT
for weed control in proportion of 100ml weedicide and 250 gram ammonium sulphate ,mixing with
sticking agent mixed with 10 liter of clean 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
147 Supplying, stacking & Spreading 40mm size hard stone road black crushed metal including 4270.00 CMT
transportation filling the box, Spreading metal in required thickness etc. including spreading labour
charge etc complete. (box measurement shall be paid with 15% void deduction)-as directed by EIC
148 Providing and laying 50-75mm thick Grouting with Non Shrink Grouting material of CONBEXTRA - 2131.00 SMT
GP2, POLYGROUT-NS or equivalent, having the minimum compressive strength of 45 N/Sqmm mixing
as per manufacturer's specification including necessary shuttering, tool tackles labour etc completed
as directed by Engineer In Charge
149 Proviging & Applying tar extended two component coating system based on synthesized epoxy resin 562.00 SMT
and amine adduct manufacture as per technical specification of central electro chemical research
(CERCI/CSIRKARAIKUDI) to achieve 400-450 microns DFT in two coats as directed. The item includes
cleaning the surface before treatment as per manufacturer specification. The coating system
EPCO2020TX or equivalent shall comply the CERCI technology of " comprehensive repair & protection
of concrete/steel surface in wet & underwater codition". The rate shall be incusive of all materials
labour equivalent scaffolding etc.(Epoxy paint)
150 Rolling, consolidation and levelling of soil including filling in depression which occur during the 23270.00 SMT
process, with appropriate roller as directed by Engineer in charge.
151 Box cutting the road surface to proper slope and chamber for making a base for road work including 1174.00 CMT
removing the excavated stuff and dispoing on road side slope as directed upto 50Mt. Lead.
152 Supplying & Spreading the Quarry dust topping Mixed with Grit of approved quality including 350.00 CMT
transportation, Spreading etc. completed as directed. For road work.
[E] OIL TANK PIPE LINE & SUPPORTING ACCESSORIES 0.00
153 Providing and laying ISI mark G.I.pipe line with couplings of HEAVY DUTY class and 100 mm in DIA 550.00 RMT
including all taxes, insurance, transportation and lying/fitting excavation of required gradient, and
also including required GI elbow, GI union, GI Tee GI Bend, GI flange with nuts and supporting
accessories etc complete including giving testing to EIC.(Rate inclusive of Material rate & Labor Rate.
payment shall be done on running meter of pipeline)
SR. NO. DESCRIPTION QTY. UNIT
154 Providing and laying in trenches glavanised mild steel tubes (medium grade) of the following nominal 40.00 RMT
bore, and tube fittings including necessary fittings, excavation and refilling etc comp. as directed by
155 Supplying & fixing of ISI mark CI D/F Sluice Valves, Butterfly Valves & Reflux Valves of 100 mm 26.00 No
Diameter including all taxes, etc. complete. PN-1 with hand wheel /cap operated (PD type short body)
156 Demolition of RCC work including stacking of serviceable materials and disposal of unserviceable 432.00 CMT
materials with all lead and lift.
157 Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal 532.00 CMT
of unserviceable materials with all lead and lift.(ii) In Cement Mortar.
158 Providing and fixing approved make ladder type cable tray Made from M.S. Sheet . The Cable Tray 1823.00 RMT
should be bended as per IS 2062 / 1079 shall be fabricated of double bended fabricated channel
section longitudinal members with single bended channel section. Rungs of members welded to the
base of the longitudinal members at 250mm c/c spacing as per IS and shall be coated with hot deep
galvanizing as per IS 2629/4759 with coupler plate / Fish plate and GI hardware like nut- bolt and
washers etc erected on existing support as per specification and as per instruction of engineer in
charge. Size of Ladder tyep Cable Tray 900mm X 100mm X 2mm Thick with clamping arrangment
etc. complete and as per directed by EIC.
159 Providing & fixing Non-woven geo-textile fabric sheet of 300gsm (100 % Polypropylene) in position 5015.00 SMT
between filling and Compound wall including transportation, loading, unloading, carting and all
necessary labour works etc. completed as directed by Engineer in charge.
160 Providing form work of ply wood shuttering so as to give a smooth exposed finish including 25260.00 SMT
centering (adjustable tubular steel supports). Shuttering strutting and propping etc. for any height of
propping and centering below supporting floor to ceiling , and removal of the same for reinforced
concrete and plain concrete. for Footings , foundations and pedestal.
161 Providing MS steel Liner for curbs and steining for wells/piles including fabricating and setting out as 60.00 MT
per detailed drawing as directed. (more than 10 ton)
162 Hiring and Providing of JCB for Misc work as per EIC 50.00 Hrs
163 Providing 2500mm internal diameters & 4.00 Mt deep soak pit including excavation in all types of soil 9.00 No
& soft rock & bedding 300mm thick below masonry and 450mm thick brick masonry in C.M. (1:6) up
to 600mm height 350mm thick for further 600mm & 230mm thick for remaining height honey
combed, plastering in C.M.(1:3) outside up to 1.5mt height and 100mm thick RCC slab with
600x600mm CI having cover with frame, with necessary reinforcement as per design & CI vent pipe
1800mm long with brick masonry pillar 3500x350x450 plastered all around filling 40 to 50mm brick
bats up to 1.5Mt depth including 16mm dia MS"U" stages steps refilling including disposal of the
surplus excavated earth up to the lead of 300Mt radius including 3 coats of white or colour wash to all
exposed finished surface etc. completed as directed.
164 Drilling of bore holes of suitable size By means of compressor machine as decided by Engineer - In- 150.00 No
Charge and as per drawing in all sorts of soils, sand, clay, hard rock etc. truly vertical to existing land
with cleaning the same by air and grouting the bores by means of cement, sand, grit etc. with
utilization of alluminium powder or ACC shrink compound 'N' grout or equivalent any other bonding
material as approved by competent authority in suitable content with mixing, ramming curing etc.
complete including with MS anchor bar (Reinforcement) (The rate includes the cost of MS anchor bar)
as directed by Engineer - In - Charge.
165 Job work for Consultency Work for Consultancy service, including all Formalities for getting 2.00 No
Construction permission, Plinth Checking Certificate,Completion Certificate and Occupation Certificate
From VMC For proposed 66kv S/S, Vadodara.
Note: 1. All Challan payment done by GETCO.
166 Job work for Consultancy Work 2.00 No
1. Drainage Connection and approval service, including all Formalities for getting Drainage Connection
Certificate from VMC Ward for 66kv S/S, Vadodara.
2. Construction work for Connection of Building Drainage line to VMC Main Drainage Line with all the
civil material i.e., Pipe, Chamber connection and chamber Through VMC Approved Plumber for 66kv
3. Internal Drainage Certificate and approval service, including all Formalities from VMC Ward for 66kv
Note: 1. All Challan payment done by GETCO.
167 Providing and filling rubbles including hand packing and filling interstices with quarry spalls behind 18.00 CMT
abutments and between returns as directed by EIC.
SR. NO. DESCRIPTION QTY. UNIT
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details.html
RAW_HTML
Part-I 4 EMD BG Format.pdf
Amendment- Structure weight.pdf
TS SS STR R12 11.03.2024.pdf
11kV_XLPE CABLE R2 Feb.23.pdf
66KV 630 SQ MM 1C POLY AL POLY-R4 08.07.22.pdf
AL59 ZEBRA and MOOSE GETCO- R4.pdf
EARTH WIRE - R5.pdf
EARTH WIRE ACCESSORIES 7-3.15-R2.PDF
FIRED WEDGE CONNECTOR_R2 Mach- 23.pdf
G.I. EARTHING STRIPS.PDF
HW and ACCS AL59 CONDUCTOR - R2 JULY 2022.pdf
LT Control and Power Cable R3.PDF
MQP GI Steel Str-compressed.pdf
MS PLAIN and TOR BAR.PDF
R1 - STEEL DRUM .pdf
R5 - ACSR cond MOOSE ZEBRA PANTHER DOG.pdf
R5 - Silicon Rubber Insulator.pdf
SS HW 220 and 400KV SS R2.PDF
66 kV and 33KV Specification R14 Jun 22.pdf
Amendment 66KV Nov 24.pdf
Amendment Dist TRF 1.pdf
Dist Trans 63KVA to 500KVA R5 Aug 22.pdf
22 KV BPI cum Air Core Reactor R2 Feb-23.pdf
400 220 132 66 KV BPI R4 June-22.pdf
220 132 KV and 66kV CB R5 with FDN plan.pdf
Amendment 1 to SF6 CB TS- Validity of type test reports.pdf
33 n 22 kv CT n PT incl. Tariff Metering R4 March-23.pdf
66 kV CT and PT R8 metering Jun-22.pdf
33 22 11 KV ISO R4 June-22.pdf
66 kV Isolator R6 June- 22.pdf
Amendment to Isolator- 22.06.2023.pdf
11 22 33 KV LA R2 July-23.pdf
66 KV LA R6 June 22.pdf
220 132 66 KV LA Model 1.pdf
Polymer housed 400-220-132-66 kV LA R2 June-22.pdf
Addendum terminal connector 10.06.2025.pdf
Terminal Connectors R2 June 22.pdf
TS_11 kV Indoor VCB Panels_R6_08.11.24.pdf
(AC) POWER CABLE BLOCK DIAGRAM -Model.pdf
(DC) POWER CABLE BLOCK DIAGRAM -Model.pdf
FINAL 66kV PSLD 08.11.2025.pdf
TYP.CABLE BLOCK DIAGRAM (66KV)-Model.pdf
Amendment-1 to TS of 66kV CRP 180423.pdf
TS 66 KV Control and Relay Panels R7 May 2025.pdf
TS Protection Relays for 66 kV System R2 260722 1.pdf
TS - CT-PT-CVT JB - R1 June 22.pdf
TS - Yard LT ACDB - R2 June 22.pdf
GTR Motorized Remote Racking.pdf
TS 110V 220V Tubular Lead Acid Battery Sets R5 230622 1.pdf
TS 110V Battery Chargers R4 230622 1.pdf
TS LT Panel board 400A R5 April 2025.pdf
R0 LAYOUT PLAN 66KV EPC DT 30.11.25 (FF UG).pdf
R0 LAYOUT PLAN 66KV EPC DT 30.11.25 (OH).pdf
R0 LAYOUT PLAN 66KV EPC DT 30.11.25 (UG).pdf
R0 LAYOUT PLAN 66KV EPC DT 30.11.25 (WITH ONE LINE OH).pdf
R0 LAYOUT SECTION OF 66KV DT 30.11.25(OH).pdf
R0 LAYOUT SECTION OF 66KV DT 30.11.25(UG).pdf
R0 SLD OF 66KV SS DT 30.11.25 (2 NO. OF TR n 1 NO.OF LINE).pdf
R0 SLD OF 66KV SS DT 30.11.25 (2 NO. OF TR n LINE).pdf
R0 SLD OF 66KV SS DT 30.11.25 (3 NO. OF TR n 2 NO.OF LINE).pdf
38. R3 11KV SIDE CONN ARRANG 6611KV TRANSF A2 -Model.pdf
39. A2 STR FOR 11KV SIDE ARRANGEMENT R0 05.06.2015.pdf
41. 11KV CROSS BOUDARY STRUCTURE 06.07.2015 A1.pdf
42. 11KV CROSS BOUDARY STRUCTURE 06.07.2015 A4.pdf
43. ARRANGEMENT OF 11 415KV DISTRIBUTION TRANSFORMER A3.pdf
A1 TO A4 SHEET-2 .pdf
A1 TO A4- SHEET 1 .pdf
DSLP-CONTROL ROOM BUILDING.pdf
R1 TYPICAL FITTING LAYOUT OF STANDARD CR ILLUMINATION 66KV SS.pdf
R1 TYPICAL SCHE DIA STD CR ILLUMINATION FOR 66KV S S.pdf
R2 INSTAL n LOADING DET FOR STD OUTDOOR ILLUMINATION 66KV SS.pdf
R2 STD OUTDOOR ILLUMINATION LAYOUT PLAN OF66KV SS.pdf
1. Conn Four Electrode Method Measuring S Resistivity.pdf
1. EARTHING NOTES-Title.pdf
2. DETAILS OF EARTHING FOR D.P.STRUCTURE-Model.pdf
2. EARTHING NOTES-Model-3.pdf
3. DETAILS OF PANEL EARTHING-Model.pdf
3. EARTHING NOTES-Model-4.pdf
4. EARTHING NOTES-Title.pdf
4. MEASUREMENT OF EARTH RESISTIVITY-Model.pdf
5. Conne 4 Electrode Method Of Measuring Soil Resistivity.pdf
5. EARTHING NOTES-Model-3.pdf
6. DETAILS OF PANEL EARTHING-Model.pdf
6. EARTHING NOTES-Model-4.pdf
7. MAINTENANCE FREE EARTHPITS R3 29.05.20-Normal Soill-1 of 2.pdf
8. MAINTENANCE FREE EARTHPITS R3 29.05.20-Rocky Soill-2 of 2.pdf
9. DETAILS OF EARTHING FOR D.P.STRUCTURE-Model.pdf
9. MEASUREMENT OF EARTH RESISTIVITY-Model.pdf
10. R1 Lightning Arrestor DT 070916.pdf
11. R1 TYPICAL EARTHING ARRANGEMENT FOR CVT-PT DT 070916.pdf
12. R1 Typical Earthing Arrangement for Power Tran DT 070916.pdf
13. SLIDING GATE-Model.pdf
14. Standard Guideline for Earthing of EHV SS- GETCO R3 250517.pdf
15. TS-Maintenance Free Earthpit R1- 040615.pdf
16. TYPICAL ARRANGEMENT OF EARTH TEST PIT(CHEAK PIT)-Model.pdf
17. Typical Arrangement of Riser for Earthing System-Model.pdf
18. Typical Arrangement of Welding Joint(NEW)-Model.pdf
19. TYPICAL EARTHING ARRANGEMENT FOR BMK-Model.pdf
20. TYPICAL EARTHING ARRANGEMENT FOR BPI-Model.pdf
21. Typical Earthing Arrangement for Circuit Breaker-Model.pdf
22. TYPICAL EARTHING ARRANGEMENT FOR CT-Model.pdf
23. TYPICAL EARTHING ARRANGEMENT FOR ISO.-Model.pdf
24. TYPICAL EARTHING ARRANGEMENT FOR LM-Model.pdf
25. Typical Earthing Arrangement for Switch Yard Gate-Model.pdf
26. TYPICAL EARTHING ARRANGEMENT FOR TOWER WITH PEAK-Model.pdf
27. TYPICAL EARTHING ARRANGEMENT FOR TOWER WITHOUT PEAK-Model.pdf
28. TYPICAL EARTHING ARRANGEMENT OF CABLE TRENCH-Model.pdf
29. TYPICAL EARTHING ARRANGEMENT FOR EQUIPMENT OF CAPACITOR BANK.pdf
TS Illumination System R9 Dtd.30.12.25.pdf
Ann-E Adaquacy of earthing 140415.pdf
Computer n Printer.pdf
DG-Incomer arrangement .pdf
GTR_Motorized Remote Racking VCB Panel_170823.pdf
TS FPE R1 Feb13.pdf
TS General Erection R1.pdf
TS-Insulating Mat 270312.pdf
TS-Maintenance Free Earthpit 040615.pdf
TS-Solar roof System for Sub-stations 03.03.2026.pdf
4R DAMPER FOR ACSR ALL COND.-Model.pdf
0036 - G - DSN PAN-Model.pdf
132KV DOUBLE TENSION HARDWARE FOR ACSR PANTHER CONDUCTOR Model (1).pdf
132KV SINGLE SUSPENSION HAEDWARE FOR PANTHER ACSR Model (1).pdf
132KV SINGLE TENSION HARDWARE PANTHER (ACSR) Model (1).pdf
PREFORMED ARMOUR ROD SUITABLE FOR ASCR CONDUCTOR-Model.pdf
REPAIR SLEEVE-Model.pdf
TUBULAR COMPRESSION JOINT-Model.pdf
1 Amendment- Structure weight.pdf
HW n ACCS PANTHER CONDUCTOR.pdf
ON - Ammendment for ROW clause Tender Copy.pdf
OPGW (48F) specs final-R2-11.09.2023 final.pdf
R1 - STEEL DRUM T.pdf
R5 - ACSR cond MOOSE ZEBRA PANTHER DOG -PRINT Copy.pdf
R5 May 24- Silicon Rubber - Print Copy.pdf
Standard MQP GI Tower material for issuence to SUPPLIER COPY.PDF
S n E OF 66KV DC LINES - with n WITHOUT CONDUCTOR - FINAL.pdf
S n E OF 66KV MULTI CIRCUIT LINES.pdf
TOWER MATERIAL-66KV LINE-PANTHER.pdf
TOWER MATERIAL-66KV MC LINE-PANTHER-final.pdf
EPC Package-4 Bharuch Zone Technical specifications.pdf
Anne-A Joint Venture Agreement.pdf
Anne-B Joint Deed of Undertaking.pdf
Form of LD undertaking 1A.pdf
Form of LD undertaking 1B.pdf
Part-I 1 Tender Notice 66KV SS and Lines E-459.pdf
Part-I 2 Tender spe 66KV SS and Lines E-459.pdf
Part-I 3 Amendment -1 Tender spe 66KV SS and Lines E-459.pdf
Part-I 4 EMD BG Format.pdf
Part-I 5 SD cum PBG Format.pdf
9_ERECTION Circular-1.pdf
10_ Erection circular -2.pdf
11_Public Proc Circular of GOI.pdf
12_RoW policy 2021.pdf
13_Letter for CBuD.pdf
14_ compensation GR_0001.pdf
15_RoW Guideline of GETCO GoG.pdf
16_Safety_regulation_for_TL.pdf
28_STD FQP TR LINE JUNE-2014.pdf
BOQ - Civil Works E-459.pdf
BOQ - Substation Annexure-4 E-459.pdf
BOQ - Substation Annexure-5 E-459.pdf
BOQ - Substation Annexure-6 E-459.pdf
BOQ - Substation Annexure-D E-459.pdf
BOQ - Substation Supply and Erection Works E-459.pdf
BOQ - TR OH Line Erection Works E-459.pdf
BOQ - TR OH Line Supply Works E-459.pdf
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