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Tender ID
Tender Value
₹135.3 Cr
EMD Value
₹15 L
Closing Date
10 Apr 2026, 4:00 pmClosed
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-2 i.e., Amreli / Gondal / Jamnagar and Junagadh)
284347
Tender no. ACE(P&C)/Contract/E-434/66kV SS & OH TL/Turnkey Notice no. ACE(P&C): TN-25: 25-26
Open
Electrical
Turn-key
Vadodara
48 documents required · 27 mandatory · 21 optional
₹11,800
Gujarat Energy Transmission Corporation Limited
₹15 L
12 Mar 2026
12 Mar 2026
12 Mar 2026
10 Apr 2026
12 Mar 2026
SCHEDULE-B : Civil BOQ
Name of work : 66kV Class substation Civil package work for Construction of Control Room Building, Foundations, Cable
Trench, Compound Wall, RCC Road, metal spreading & Misc. civil works at various substation under jurisdiction of Amreli Circle,
Junagadh Circle, Jamnagar Circle and Gondal circle under Rajkot Zone.
SR. NO. DESCRIPTION UNIT Combined Qty
[A] EXCAVATION, FILLING, EARTH WORK AND DEMOLITION WORK
1 Cutting & removing grass, shrubs, bushes, plants, trees etc., including removing and uprooting by SMT
spade from the specified area as per priority and instructions of the Engineer-in-Charge. & Also
removing unwanted plants like Bordies, Ankdas, Nafatias, etc., & required excavation, to be
excavated up to roots with the help of spade, pickaxe, sickle, etc., and disposing off the cut grass,
shrubs, and unwanted plants, etc., complete as directed by E.I.C., whose decision shall be final and
binding to the contractor. Any useful and useless cut grass and unwanted plants, shrubs, will be
completely properly and destroyed or taken out by the contractor as per the instruction of E.I.C. The
rate includes all tools and tackles, equipment, transportation, loading & unloading labour etc.,
complete. Nothing will be issued by the board. The contractor has to dispose of the cut grass outside
the premises of the GETCO.
2 Earthwork in cutting in all sorts of soil and hard rock including conveying,breaking boulders in small CMT
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
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. complete.
3 Excavation for foundation up to 1.50 m Depth, including sorting out and stacking of useful CMT
materials & Refilling in the yard and the sides of the trenches, and disposing of the excavated stuff
up to any lead, including dewatering if required -in all sorts of soil (i.e Loose Soil, Dense or Hard
Soil, Hard Murrum, Soft rock etc if any other type) excluding Hard Rock.
4 Excavation for foundation up to 1.50 m including dewatering, sorting out and stacking of useful CMT
materials & Refilling the sides of the trenches/plinth filling and spreading excavated stuff wherever
required as directed by EIC and disposing of the surplus excavated stuff up to any lead, including
dewatering if required -Hard Rock
5 Excavation for foundation from 1.50 m to 3.0 m Depth, including dewatering, sorting out and CMT
stacking of useful materials & refilling the sides of the trenches/plinth filling, and spreading excavated
stuff wherever required as directed by EIC, and disposing of the surplus excavated stuff up to any
lead, including dewatering if required--in all sorts of soil (i.e Loose Soil, Dense or Hard Soil, Hard
Murrum, Soft rock etc if any other type) excluding Hard Rock.
6 Excavation for foundation from 1.50 m to 3.0 m Depth, including dewatering, sorting out and CMT
stacking of useful materials & refilling the sides of the trenches/plinth filling, and spreading excavated
stuff wherever required as directed by EIC, and disposing of the surplus excavated stuff up to any
lead, including dewatering if required - Hard Rock
7 Excavation for foundation from 3.00 m to 5.00 m Depth, including dewatering, sorting out and CMT
stacking of useful materials & refilling the sides of the trenches/plinth filling, and spreading excavated
stuff wherever required as directed by EIC, and disposing of the surplus excavated stuff up to any
lead, including dewatering if required--in all sorts of soil (i.e Loose Soil, Dense or Hard Soil, Hard
Murrum, Soft rock etc if any other type) excluding Hard Rock.
8 Excavation for foundation from 3.0 m to 5.0 m Depth, including dewatering, sorting out and CMT
stacking of useful materials & refilling the sides of the trenches/plinth filling, and spreading excavated
stuff wherever required as directed by EIC, and disposing of the surplus excavated stuff up to any
lead, including dewatering if required - Hard Rock
9 Drilling of bore of 600 mm diameter as per approved design in all type of strata appoximately upto Rmt
any depth (from excavated GL) for bore of RCC cast-in-situ type bored piles including procurement
and using bentonite and/ or other equivalent compound as required with all plants and equipments.
10 Drilling of bore of 450 mm diameter as per approved design in all type of strata appoximately upto Rmt
any depth (from excavated GL) for bore of RCC cast-in-situ type bored piles including procurement
and using bentonite and/ or other equivalent compound as required with all plants and equipments.
SR. NO. DESCRIPTION UNIT Combined Qty
11 Earthwork for embankment including breaking clods, dressing with all lead and lift (including CMT
watering, rolling, and consolidation with 8 to 10 T rollers in layers of 200mm thick at O.M.C to
required dry density). Including all Labour charges & Govt royalty charges, etc., if applicable.
Approved quality of Murrum/Paraju to be brought from outside. The source area is considered with
the average lead for combined all site up to 25 km from the Site.
Note: 25 % of the successive bill amount shall be retained till the lapse of one full-scale monsoon
and rectifications of subsistence, if any, to the design ground level.
12 Filling with available excavated earth in plinth/trenches Filling in foundation and plinth with murrum CMT
or selected soil in layers of 20 cm. thickness in cluding watering, ramming and consolidating
etc.complete as directed by EIC. - The item rate includes all leads & lifts.
13 Providing and Filling in the plinth with sand/quarry dust under floors, including watering, ramming, CMT
consolidating, and dressing, etc., complete.
14 Supplying and stacking and spreading rubble stone of approved quality for road / foundation base CMT
soling of about 200 to 250 mm size including filling stone dust in voids transpotation,stacking rubble
close in rectangular stacks etc. complete as directed by EIC (No extra payment for stone dust in void
15 Demolition including stacking of servicable materials and disposal of unservicable materials with all CMT
lead and lift for R.C.C. work.
16 Demolition of Brick / Bella / Block work and stone masonary including stacking of servicable CMT
materials and disposal of uncervicable materials with all lead and lift.
[B] CONSTRUCTION
(1) MASONARY WORK
17 Providing & laying White stone Bella masonry (incl. quoin blocks, jamb blocks, closer, etc;) CMT
approved size in the foundation and up to plinth in C.M. (1:5) including racking out joints up to 12mm
depth, scaffolding, curing, filling up the gaps between the joints complete as directed by E.G.. Up to
18 Providing & laying White stone Bella masonry (incl.quoin blocks, jamb blocks, closer, etc;) CMT
approved size in foundation and up to plinth in C.M. (1:5) including racking out joints up to 12mm
depth, scaffolding, curing, filling up the gaps between the joints complete as directed by E.G.. for
Super Structure G.F+F.F+Stair Cabin
19 Providing and laying brickwork using conventional common burnt clay building bricks having a CMT
crushing strength not less than 35 kg/sq.Cm in Superstructure above plinth level in cement mortar
1:5 (1 Cement:5 Sand)
20 Providing and laying Half Brick masonry in common burnt clay building bricks having a crushing SMT
strength not less than 35 kg/sq. m in cement mortar 1:4(1 cement & 4 coarse sand) up to plinth & two
floors G.F+F.F+Stair Cabin. - Conventional Bricks
(2) CONCRETE WORK
21 Providing and laying cement concrete 1:4:8(1 Cement: 4 Coarse and: 8 black crushed stone CMT
aggregate 40mm nominal size ) and curing completely- Foundation and plinth.
22 Providing and laying ordinary cement concrete M-15 for RCC structure, including finishing smooth CMT
with curing, etc., complete. excluding the cost of formwork & the cost of reinforcement
23 Providing & laying control cement concrete M-20 as per mix design, exposed work with curing, etc., CMT
complete excluding the cost of ply wood form work & adjustable tubular steel supports / Props.
but excluding the cost of reinforcement.G.F+FF & Staircasse -For Footing base of col., foundation
& mass concrete.
24 Providing & laying control cement concrete M-20 as per mix design, exposed work with curing, etc., CMT
complete, including the cost of ply wood form work & adjustable tubular steel supports / Props.
but excluding the cost of reinforcement.G.F+FF & Staircasse -For Column
25 Providing & laying control cement concrete M-20 as per mix design, exposed work with curing, etc. CMT
Complete, including the cost of plywood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircase -For Beams
26 Providing & laying control cement concrete M-20 as per mix design exposed work with curing, etc., CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & StaircasseLintel, Chajja, Slab, Coping, and other
cantilever portion
27 Providing & laying control cement concrete M-20 as per mix design exposed work with curing etc. CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircasse Paradi, Retaining Wall Pardi
SR. NO. DESCRIPTION UNIT Combined Qty
28 Providing and Laying Controlled cement concrete M20 for trimix RCC road to require line, level, CMT
slope including of
(1) Providing a 125-micron polythene sheet at the base of concrete,
(2) Mixing approved quality polyester fiber (12mm) @125 gm per bag or as per manufacturer's
specification during concreting
(3) Shuttering formwork of M.S. C Channel sections of required length & height as per drawing
including connection, bracing pins, or stake to require line, level, slope, etc.
(4) Concreting compaction using a needle Vibrator, Double beam screed vibrator,
dewatering/Vacuum pump, and finishing the surface with Power Trowel Cum Floater including any
low or high spots shall be made up by adding or removing concrete and refinished to required line
level and slope.
(5) Providing light brooming on the surface and edging carefully finished with an edger of 6 mm
(6) Providing construction joint using a Concrete Groove Cutter machine of size 10 mm wide &
mm deep in transverse direction @ 4.5 M C/C and sealing with approved quality grade B bitumen
(7) Providing Contraction (Dummy) joint using a Concrete Groove Cutter machine of size 5 mm wide
& 25 mm deep in Longitudinal direction and sealing with approved quality grade B bitumen sealant
(8) Providing expansion joints of size 25 mm width and up to through depth of concrete using 25 mm
thick Dura Board HD-100 of approved quality and sealing 25x20 MM top with approved quality
bitumen sealant at 40 Meter C/C with 63 MM Dia P.V.C pipe cap filled with compressible material for
dowel bar. ( For a 6m wide road longitudinally at the center expansion joint to be provided)
The Item rate includes all necessary equipment, machinery, tools, tackles, laborers & Pond / Jute
bag Curing, etc. complete as per the Drawing and as directed by E.I.C. (Minimum cement content for
Concrete is 370 Kg/Cmt & Excluding the cost of reinforcement and Dowel bar.)
29 Providing & laying control cement concrete M-25 as per mix design exposed work with curing, etc., CMT
complete, excluding the cost of ply wood form work & adjustable tubular steel supports / Props.
but excluding the cost of reinforcement.G.F+FF & Staircasse -For Footing base of col., foundation
& mass concrete.
30 Providing & laying control cement concrete M-25 as per mix design exposed work with curing, etc., CMT
complete, including the cost of ply wood form work & adjustable tubular steel supports / Props.
but excluding the cost of reinforcement.G.F+FF & Staircasse -For Column
31 Providing & laying control cement concrete M-25 as per mix design exposed work with curing, etc., CMT
complete, including the cost of ply wood form work & adjustable tubular steel supports / Props.
but excluding the cost of reinforcement.G.F+FF & Staircase -For Beams.
32 Providing & laying control cement concrete M-25 as per mix design, exposed work with curing, etc. CMT
Complete, including the cost of plywood form work & adjustable tubular steel supports / Props.
but excluding the cost of reinforcement.G.F+FF & Staircase -For Sill, Lintel, Coping, chajja, slab,
Staircase, Vertical Wall
33 Providing and laying controlled cement concrete of grade M- 30 using 12 mm to 20 mm size black CMT
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 trimmy method for dia
of all sizes. Reinforcement will be paid separately. OPC Cement with C3A Content between 5% to
8% is to be used with minimum cement consumption as mentioned in approved drawing. (Integrity
test to be done from Govt approved lab for every pile prior to cast pile cap. Initial & routine
pile load test to be done as directed by engineer in charge rate includes the cost of integrity
and pile load test No extra payment will be made for the same)
34 Providing & laying control cement concrete M-30 as per mix design exposed work with curing etc. CMT
complete excluding the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircasse - For Footing.
35 Providing & laying control cement concrete M-30 as per mix design exposed work with curing etc. CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircasse - For Column
36 Providing & laying control cement concrete M-30 as per mix design exposed work with curing etc. CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircasse - For Beams
SR. NO. DESCRIPTION UNIT Combined Qty
37 Providing & laying control cement concrete M-30 as per mix design exposed work with curing etc. CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircasse - For Sill,Lintel,Coping, chajja,
slab,Staircase.
38 Providing & laying control cement concrete M-30 as per mix design exposed work with curing etc. CMT
complete including the cost of ply wood form work & adjustable tubular steel supports / Props. but
excluding the cost of reinforcement.G.F+FF & Staircasse - For Vertical Wall.
39 Supplying and using of reliance or equivalent brand-approved quality polyester Recron 3 S (12 mm) NO
fiber in the concrete of any grade/ cement mortar work at a rate of 125 gm per 50kg cement bag or
as per manufacturer's specification and as directed by E.I.C.
40 Supplying and using floor hardener (dry powder form) of Fosroc,Ultratech, Sika, equivalent brand Kg
for use in RCC Trimix Road at a rate of 3.5 kg/sqmtr or as per manufacturer's specification, etc.,
complete as directed by EIC.
41 Providing formwork of plywood shuttering to give a smooth exposed finish, including centering SMT
(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 pedestals.
42 Providing Thermo Mechanically treated bars (TMT bars) confirmed to IS 1786 FE 500/500D for RCC MT
work, including bending, binding, and placing in position, etc., completed for RCC work. (Note: TMT
Bar shall be rust free and in case of deposition of rust proper technology like laser rust removal shall
be used before using the same. Which is considered in the scope of the bidder.)
43 Providing and applying Fusion Bonded Epoxy coating not less than 175micron thickness and up to MT
300 micron to reinforcement ncluding descaling the dust and applying the preventive coating of
approved make etc. complete as per IS 13620-1993/ASTM 775 M including testing of coating at
44 Drilling of bore holes 32 mm to 40 mm dia. By means of compressor machine having depth of hole RMT
up to 1.00 to 1.20 m as decided by Engineer - In- Charge and as per drawing in hard rock etc. truly
vertical to existing land with cleaning the same by air and grouting the bores holes 32mm to 40 mm
dia. with depth from 1.00 to 1.2 m 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
mm dia of MS anchor bar (Reinforcement) (The rate includes the cost of MS anchor bar) as directed
by Engineer - In - Charge.
45 Providing & laying 50 to 75 mm thick Grouting with Non-Shrink GP2 Grouting material of Fosroc SMT
Conbextra GP2 or Ultratech power Grout NS2 or POLYGROUT-NS or equivalent having the
minimum compressive strength of 45 N/Sqmm mixing as per manufacturer's specification, including
necessary shuttering, tool tackles, labor, etc, completed as directed by EIC.
46 Providing & laying 50 mm thick cement concrete flooring ( IPS) 1:2:4 ( 1-cement: 2-coarse sand: SMT
graded stone aggregate 20 mm nominal size ) laid in one layer, including finishing the floor with
smooth cement slurry, marking diagonal lines, curing, etc., complete as directed by E.I.C.
(3) PLASTER WORK
47 Providing and applying 15 mm thick chemical plaster to the ceiling/Slab using Self curing special SMT
ready plast (Ready mix plaster) of Ultratech, Fosroc, Megicrete, JSW cement,Walplast or
Equivalent brand as per following steps:
Step: 1 Cleaning: Clean the surface from dirt, oil and foreign material with brush or water jet. Clean
efflorescence of the salts by scrubbing. Concrete surface shall be hacked.
Step: 2 Glass Fibre / wire mesh : All concrete & Block joints must be covered with a glass fibre /
wire mesh. (Which will be paid saperatly)
Step 3: Pre wetting: Dampen the Surface.
Step 4 : Mix preparation: In 6-7 litter of potable water add 40kg ready mix mortar. and leave fto
slake for 10 min. Then Machine mixing shall be done for 5-10 min.
Step 5 : Dash Coat : A Dash coat mixture should be thrown on wall.
Step 6 : 1st Coat: A dot means patch of plaster of size 15 cm X 15 cm and having thickness of about
10 mm or proposed thickness of base coat shall be laid at every 2m X 2m grid. Apply 1st coat of 8-
10mm thick. The surface shall be left rough and furrowed 2 mm deep with a scratching tool
diagonally both ways, to form key for the subsequent coat.
Step 7 : 2nd coat : Each coat shall be kept damp till subsequent coat is applied. It shall be carried
out preferably within 48hours of the previous coat. Second coat of 6-8mm thick shall be applied.
complete as directed by the in-charge engineer.
SR. NO. DESCRIPTION UNIT Combined Qty
48 Providing 15mm thick sand face two or more coat plaster on masonry / bela / concrete wall using SMT
special ready mix plaster Ultratech, Fosroc, Megicrete, JSW cement,Walplast or Equivalent brand
as per following steps:
Step: 1 Cleaning: Clean the surface from dirt, oil and foreign material with brush or water jet. Clean
efflorescence of the salts by scrubbing. Concrete surface shall be hacked.
Step: 2 Glass Fibre / wire mesh : All concrete & Block joints must be covered with a glass fibre /
wire mesh. (Which will be paid saperatly)
Step 3: Pre wetting: Dampen the Surface.
Step 4 : Mix preparation: In 6-7 litter of potable water add 40kg ready mix mortar. and leave fto
slake for 10 min. Then Machine mixing shall be done for 5-10 min.
Step 5 : Dash Coat : A Dash coat mixture should be thrown on wall.
Step 6 : 1st Coat: A dot means patch of plaster of size 15 cm X 15 cm and having thickness of about
10 mm or proposed thickness of base coat shall be laid at every 2m X 2m grid. Apply 1st coat of 8-
10mm thick. The surface shall be left rough and furrowed 2 mm deep with a scratching tool
diagonally both ways, to form key for the subsequent coat.
Step 7 : 2nd coat : Each coat shall be kept damp till subsequent coat is applied. It shall be carried
out preferably within 48hours of the previous coat. Second coat of 6-8mm thick shall be applied.
Step: 8 : Curing: Curing for minimum 7days shall be carried out with minimum 3 times a day.
complete as directed by the in-charge engineer.
49 Providing and applying 20 mm thick readymix plaster with two or more coat to the masonry SMT
wall/bela/concrete wall/ceiling up to any height using special ready mix mortar of Ascolite,
Weberpremix SP 7, Ultratech, Fosroc, Megicrete, JSW cement or Equivalent brandas per following
Step: 1 Cleaning: Clean the surface from dirt, oil and foreign material with brush or water jet. Clean
efflorescence of the salts by scrubbing. Concrete surface shall be hacked.
Step: 2 Glass Fibre / wire mesh : All concrete & Block joints must be covered with a glass fibre /
wire mesh. (which will be paid saperatly.
Step 3: Pre wetting: Dampen the Surface.
Step 4 : Mix preparation: In 6-7 litter of potable water add 40kg ready mix mortar. and leave fto
slake for 10 min. Then Machine mixing shall be done for 5-10 min.
Step 5 : Dash Coat : A Dash coat mixture should be thrown on wall.
Step 6 : 1st Coat: A dot means patch of plaster of size 15 cm X 15 cm and having thickness of about
15 mm or proposed thickness of base coat shall be laid at every 2m X 2m grid. Apply 1st coat of 10-
15 mm thick. The surface shall be left rough and furrowed 2 mm deep with a scratching tool
diagonally both ways, to form key for the subsequent coat.
Step 7 : 2nd coat : Each coat shall be kept damp till subsequent coat is applied. It shall be carried
out preferably within 48hours of the previous coat. Second coat of 8-10mm thick shall be applied.
Step: 8 : Curing: Curing for minimum 7days shall be carried out with minimum 3 times a day.
complete as directed by the in-charge engineer.
50 Providing 15mm thick cement plaster single coat on masonary / bela / concrete wall / ceiling for 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.
51 Providing 15mm thick sand face cement plaster on walls in single coat on fare side 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.
52 Providing 20mm thick sand face cement plaster on wall up to height 10 meters above ground level 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.
53 Providing & fixing 18 gauge fibre / wire mesh jali having a width of 200 to 300 mm with nails before SMT
finishing the surface with plaster. The item includes providing necessary scaffolding also)
54 Providing cement vata (10cmx10cm size) quarter round in cement mortar 1:1 including neat cement RMT
finishing watering etc. complete.
55 Providing & Applying Two coats of Birla or Asian Acrylic Lappy (Putty) and two Coats of primer SMT
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 smooth. (Note: Before making final payment to agency warranty certificate from the
original manufacture for specific project on the name of agency must be collected.)
SR. NO. DESCRIPTION UNIT Combined Qty
56 Providing and applying Wall painting (three coats) with plastic emulsion paint of approved brand SMT
and manufacture on undecorated wall surface to give an even shade including throughly brushing
the surface free from mortar droppings and other foreign matter and sand papered smooth. Minimum
03 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 & applying 2 coats of APOCOLITE APEX or its equiv. ACRYLIC EXTERIOR paint on SMT
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 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.)
58 Providing and Applying 1(One) Coat of SMARTCARE PRIMERO and 2(two) coats of APOCOLITE SMT
APEX 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.
59 Providing & applying 3 coats of ACID/ALKALI resisting paint of approved shade & make to the wall, SMT
ceiling, including filling putty, smoothing the surfaces, scaffolding, etc., complete as directed by E.I.C.
60 Providing and whitewashing with lime on wall/ceiling surfaces (three coats) to give an even shade, SMT
including thoroughly brooming the surface to remove all dirt, dust, mortar drops, and other foreign
61 Proviging & Applying tar extended two component coating system based on synthesized epoxy resin SMT
and amine adduct manufacture as per technical specification of central electro chemical research
(CSIR-CECRI, KARAIKUDI) 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)
62 Providing & applying 2 coats of Approved quality Damp Proof material on existing SMT
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 the manufacturer's specification and
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 collected.)
63 Providing and laying 24"x24" Vitrified 8 to 10 mm thick tiles JOHNSON / KAJARIA / NITTCO/ SMT
SIMPOLO / VARMORA / SOMANY or its equivalent flooring over 20mm(Average) base of Cement
Mortar 1:6 (1-Cement : 6 Coarse Sand) on new surface or fixing by tiile 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.
64 Providing and laying color glazed tiles-JOHNSON / KAJARIA / NITTCO /SIMPOLO / VARMORA / SMT
SOMANY or its equivalent make 8mm 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 or fixing by tile adhesive materials , filling the joints with
white/color cement / grout material neatly finishing the joints curing etc. complete.
65 Providing and Applying spacer of 4mm and not less than 4mm depth of epoxy SMT
grooving grouting of lavicrete , Roff or its equivalent as directed by Engineer in
charge including cost of fixing materials, labour, tools, plants, equiptnent including all
lead & lift comp.
66 Providing and laying approved quality polished Kotah stone slab (25mm th. 600mm x 600mm in 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 a polishing machine
with grinding six emery's of different no. including using special chemical powder for polishing,
including white cement coating two times during polishing to fill up minute holes or cracks in joints,
etc.. The item rate includes removing the existing flooring, including base concrete, and throwing the
stuff as & where directed up to any lead. Etc. complete as directed by E.I.C. The waste material will
be the property of the contractor.
SR. NO. DESCRIPTION UNIT Combined Qty
67 Providing and laying polished Kota stone slab 25 mm thick in risers of steps, Dedo and sills laid SMT
on 10 mm thick CM 1:3 & jointed with grey cement slurry, including rubbing and polishing, etc.,
68 Providing and laying gang saw cut 18mm thick Z black granite stone, mirror polished pre moulded SMT
and pre polished machine cut granite stone of required size and shape, shade and colour in sill soffit,
jams, tred 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 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 sills, jambs.
(6) DOORS AND WINDOWS
69 uPVC Ventilator: Providing and fixing factory made uPVC white colour fixed window/ventilator of SMT
VEKA or its equivalent make upto 1.50 m in height dimension comprising of uPVC multi-chambered
frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length (shape & size
according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC
extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook,
zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x
mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame &
sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing
hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent
finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of
approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Variation
in profile dimension in higher side shall be accepted but no extra payment on this account shall be
-- Using R1 series with frame (33mm and above) x (35mm and above)
70 uPVC Window: Providing and fixing factory made uPVC white colour sliding glazed window of SMT
VEKA or its equivalent make upto 1.50 m in height dimension comprising of uPVC multi-chambered
frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length (shape & size
according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC
extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook,
zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x
mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame &
sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing
hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent
finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of
approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Variation
in profile dimension in higher side shall be accepted but no extra payment on this account shall be
---- Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm
both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of
appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm).
Float glass pane of nominal thickness 5mm (weight not less than 12.5kg/sqm)
Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth &
width of profile shall be acceptable
71 uPVC Casement Door Single panel: Providing and fixing factory made uPVC Casement SMT
door single Panel of VEKA or its equivalent make comprising of lead free uPVC multi
chambered frame, sash and mullion / coupler (wherever required) exturded profile having
minimum wall thickness of 2.10mm for R3 and R4 profiles confirming to EN:12608 in any
shape and size as per CPWD specification, uPVC exturded glazing beds, interlocks and
inline sash adaptor (wherever required) of appropriate dimension, EPDM gasket, hardware,
SS304 grade fastners of minimum 8mm dia with counter sunkhead, comprising of matching
poluamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to
plastic packers, plastic caps and necessary necessary stainless steel screws etc. Profile of
frame, sash and mullion shall be mitred cut and fusion welded / mechanically jointed duly
sealed at cornders, including drilling of holes for fixing hardware and drainage of water etc.
After fixing the frame the gap between frame and adjucent finished wall shall be filled with
weather proof silicon sealent over backer rod of approved size and quality all complete
confirming to CPWD specification and direction of Engineer in charge. Section of steel
rainforcement and cross section of uPVC profile to be approved by Executive Engineer.
Single panel casement door with Zink alloy (zamak) 3D Hinges, multipoint locking system
with cylinder, Zink alloy (Zamak) powder coated handles on both sides. Using R3 series with
frame (55mm and above) X (50mm and above) & Sash (55mm and above) X (85mm and
above) height up to 2.5m and Frosted glass pane of nominal thickness 5mm (weight not less
than 12.5kg/sqm).
Note: Structural design proof checked from Government Engineering Institute, to be provided
by manufacturer considering site with basic wind speed > of
SR. NO. DESCRIPTION UNIT Combined Qty
72 uPVC Casement Door Double Panel : Providing and fixing factory made uPVC Casement white SMT
colour door Double Panel of VEKA or its equivalent make comprising of lead free uPVC multi
chambered frame, sash and mullion / coupler (wherever required) exturded profile having minimum
wall thickness of 2.10mm for R3 and R4 profiles confirming to EN:12608 in any shape and size as
per CPWD specification, uPVC exturded glazing beds, interlocks and inline sash adaptor (wherever
required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fastners of minimum
8mm dia with counter sunkhead, comprising of matching poluamide PA6 grade sleeve for fixing
frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary
necessary stainless steel screws etc. Profile of frame, sash and mullion shall be mitred cut and
fusion welded / mechanically jointed duly sealed at cornders, including drilling of holes for fixing
hardware and drainage of water etc. After fixing the frame the gap between frame and adjucent
finished wall shall be filled with weather proof silicon sealent over backer rod of approved size and
quality all complete confirming to CPWD specification and direction of Engineer in charge. Section of
steel rainforcement and cross section of uPVC profile to be approved by Executive Engineer.
Double panel casement door with French (False) Mullion with Zink alloy (zamak) 3D Hinges,
multipoint locking system, Zink alloy (Zamak) powder coated handles on both sides. Using R4 series
with frame (64mm and above) X (55mm and above) & Sash (64mm and above) X (100mm and
above) & French (False) Mullion (64mm and above) x (60mm and above) and Float glass pane of
nominal thickness 5mm (weight not less than 12.5kg/sqm).
Note: Structural design proof checked from Government Engineering Institute, to be provided by
manufacturer considering site with basic wind speed > 45 m/sec as per IS 875 - Part
(7) FABRICATION ITEMS
73 Providing and fixing approved quality Rolling shutters of approved make and made with gear SMT
operated type 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 push-pull operation complete including the cost of hood cover
with one coat of red oxide primer followed by 3 coats of an oil painting of approved shade & tint etc
complete as directed by E.I.C (The measurement shall be paid for wall opening plus drum only) (A)
Shutter having width below 3.5 meters.
74 Providing & fixing MS Grill /angle of approved quality & design & as per drawing & as directed KG
including welding or bolted fixtures and fastening etc. with 3 coats of oil painting of approved shade
& tint with one coat of red oxide primer including grouted hold fast etc. complete as directed by EIC.
75 Providing and fabricating and erecting GI work Welded Angle posts, racks & trays for cable trench 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 amendment etc. & make etc. completed as directed by EIC. (All
materials required for the work are to be brought by the contractor.)
76 Providing fabricating and erecting a chain link fencing panel of size 2400x2000mm made from KG
75x75mm & 10 gauge GI chain link & GI 50x50x6 mm angle, including fixing and chain link in angle
frame using 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 using 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 these materials like
MS flat, chain link fencing, GI angles, bolts, nuts will have to be supplied by the contractor)
77 Providing & fixing G.I. Barbed wire fencing (12/14 Gauge) having mass and uniformity of Zinc
coating & specifications shall be as per IS 2140 – 1978 & IS 4826 – 1979 code with minimum
micron coating having 3 horizontal rows, fixing with angle posts by means of G.I. U pins or with RMT
R.C.C. poles by 14 Gauge G.I. Wire as per drawing etc., complete as directed by E.I.C.
78 Supply, fabrication, cutting, threading of M.S rod, including hot dip galvanizing of full length, and KG
required size, 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
79 Setting of TR Rail for transformer plinth in line, level, and gauge before concreting of foundation and SET
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.
80 Transportation of TR Rail poles, breaker foundation bolts of any dimension size from Amreli MT
construction Division store to the erection work site, including loading, unloading, carting, and all
necessary labour works, etc., completed as directed by the Engineer in charge.
81 Setting of template & foundation bolts in line and level before concreting of foundation and making 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.
SR. NO. DESCRIPTION UNIT Combined Qty
82 Providing & fixing M.S. ladder 450mm wide or 50x50x6 mm M.S. angle and 16mm dia M.S. Bars RMT
welded as step at 300mm C/C and fixing the ladder & 3 coats of oil painting, etc., complete as
directed by E.I.C.
83 P & F MS cover for cable trench in CR made from 14 gauge MS sheet having MS angle frame all SMT
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 2 handles
of 6mm dia MS bar as per instruction etc. comp as directed by EIC.
84 Providing & Fixing SIGN BOARD having size 1000 X 750 mm. for SUB-STATION made from 16 NO
gauge 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 2 Nos. of 50X50X6 mm. M.S. angle posts
M. long with arrangement of bolting, 3 coats of oil painting etc., complete as directed by E.I.C
85 Providing and fixing approved quality sliding gate of 40mm dia mild steel pipe B class all round and 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)
86 Supplying & Fixing 600mm dia hot dip galvanizing cross spiral type Razor edge concertina coil RMT
having 80 circles,200 clips with optimum openable stretch of 8m length using a central core wire high
carbon spring steel (high tensile wire) made uo of 2.6mm 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
0.5mm thick & 19mm width with providing and fixing G.I. angle 50x50x6 mm PLUS '+' shaped
placed at approx. 3.00 m apart confirming to IS:513DD quality having minimum galvanizing coating
of 12 microns with series of barbs punched along the length at regular interval supported/tied with
four rows of 4mm GI runner wires to newly proposed MS angle brackets at top and one runner wire
at the bottom with U nails & clips etc. completed as per manufacturers specification and directed by
EIC. (Rate is inclusive of angle, all labours, lead, lift, Transportation cost of coils 4 nos of 4 mm GI
runner wire, U nails, clips etc.) as per direction of engineer-in-charge.
87 Providing & fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of SMT
concrete M300 pnumatic compressed Vibrated mechanically and as per approved designed
confirming to IS 15658:2006 including 75mm sand layer for levelling and filling the Joints with sand in
proper line and level as per guidlines of IRC:SP 63-2018 etc.
88 Supply, Installation and fixing in position of Fuji silvetrech or its equivalent make Precast RCC Rmt
Cable trench having in to in size of 450 mm wide and 450 mm depth thickness of wall 50 mm at
top and top PSC cover. RCC cable trench & cover provided as per drawing, manufactured with
self compacted concrete, rate included, jointing with GP2 or it's equivelent griuting 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.
Precast U shape cable trench of size out to out dim (520 mm X 550mm) Shape Drain T6 for Cable
Trench in yard. The product should be meeting BIS requirements. Product shall have load carrying
capacity - 4.8 Tonnes made by using advanced precast technology having 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 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.
89 Supplying / Transporting & Fixing in possission of Precast RCC Cable trench of FUJI make OR its Rmt
equivalent having in-to-in size of 750 mm wide and 750 mm depth thickness of wall 50 mm at top,
lower portion of 70mm and bottom portion of 70mm thick and top including providing and fixing PSC
cover of FUJI make of size 500mm X 890mm X 70mm. RCC cable trench & cover provided as per
drawing, manufactured with self compacted concrete, rate included, jointing with GP2 or it's
equivelent grouting mortar, drilling hole of 100mm dia where as required for cable passing with core
cuttuer with top PSC cover, RCC cable trench, Fixing as per instruction of engineer in charge. (rate
include loading, unloading, placing in position and grouting 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 - 4.8 Tonnes made by using advanced
precast technology having 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 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.
SR. NO. DESCRIPTION UNIT Combined Qty
90 Supply, Installation and fixing in position of Fuji silver-tech or its equivalent make Precast RCC L RMT
Shape Compound Wall having size of 2500 mm Height and 1200 mm Wide at bottom having
thickness of wall 100 mm at top and 120 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.
Precast RCC L Shape Compound Wall having 2500 mm Height and 1200 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 two products. Provision of weep hole or drainage hole (similar to drainage hole
of earth retaining wall) should be made in the product for avoiding buoyancy and releasing the
surcharge and lateral earth pressure in case of intensively heavy rain fall. The product shall have in
built insert at optimized locations for mechanical installation activities including supply and
transportation at site. The precast product shall be manufactured in controlled environment adhering
to stringent pre-defined, atmospheric standards.
91 Supply, Installation and fixing in position of Fuji silver-tech or its equivalent make Precast RCC L RMT
Shape Compound Wall having size of 3000 mm Height and 1400 mm Wide at bottom having
thickness of wall 100 mm at top and 180 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.
Precast RCC L Shape Compound Wall having 3000 mm Height and 1400 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
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 two products. Provision of weep hole or drainage hole (similar to drainage
hole of earth retaining wall) should be made in the product for avoiding buoyancy and releasing the
surcharge and lateral earth pressure in case of intensively heavy rain fall. The product shall have in
built insert at optimized locations for mechanical installation activities including supply and
transportation at site. The precast product shall be manufactured in controlled environment adhering
to stringent pre-defined, atmospheric standards.
92 Supply, Installation and fixing in position of Fuji silver-tech or its equivalent make Precast RCC L RMT
Shape Compound Wall having size of 3500 mm Height and 2350 mm Wide at bottom having
thickness of wall 100 mm at top edge, 100 mm at bottom edge & 250 mm thick at Junction.
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 or weep hole with core cuttuer with, Fixing as per instruction of engineer in charge.
Precast RCC L Shape Compound Wall having 3000 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 2.8 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 two products. Provision of weep hole or drainage hole (similar to
drainage hole of earth retaining wall) should be made in the product for avoiding buoyancy and
releasing the surcharge and lateral earth pressure in case of intensively heavy rain fall. The product
shall have in built insert at optimized locations for mechanical installation activities including supply
and transportation at site. The precast product shall be manufactured in controlled environment
adhering to stringent pre-defined, atmospheric standards.
SR. NO. DESCRIPTION UNIT Combined Qty
93 Supply, Installation and fixing in position of Fuji silver-tech or its equivalent make Precast RCC L RMT
Shape Compound Wall having size of 4000 mm Height and 2350 mm Wide at bottom having
thickness of wall 100 mm at top edge, 100 mm at bottom edge & 250 mm thick at Junction.
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 or weep hole with core cuttuer with, Fixing as per instruction of engineer in charge.
Precast RCC L Shape Compound Wall having 3000 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 2.8 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 two products. Provision of weep hole or drainage hole (similar to
drainage hole of earth retaining wall) should be made in the product for avoiding buoyancy and
releasing the surcharge and lateral earth pressure in case of intensively heavy rain fall. The product
shall have in built insert at optimized locations for mechanical installation activities including supply
and transportation at site. The precast product shall be manufactured in controlled environment
adhering to stringent pre-defined, atmospheric standards.
94 Providing & fixed in position between Filling and Compound wall of approved quality Geo textile SMT
material including transportation, loading, unloading, carting and all necessary labour works etc.
completed as directed by Engineer in charge.
95 Providing & placing 50mm thick & 300mm wide Prestressed Concrete Cover (for clear span of up SMT
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, vibrating with vibrators.
Finishing all the surfaces, curing by placing in a 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.
96 Providing and fixing 12 mm dia MS Fan hooks embedded in slab or beam during casting as per NO
instruction, including 3 coats of oil paint, etc., complete as directed by EIC.
97 Providing & laying water proofing treatment on terrace including applying neat cement slurry 2.75 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 for
a period of 5 years from actual date of completion of work on stamp paper of appropriate value in
approved format of GETCO.
98 Providing and applying water proofing treatment by following procedure mentioned here under.
Removing oil, dust, durt, old surface. Filling the crack by epoxy adhesive or latex or polymer
mortar. Apply first coat as a primer coat of Hydroflex by adding water (dilution 30% to 50%). After
applying priming coat, apply two subsequent coats of Aquastop Hydroflex. The treatment is to be
carried out up to 300 mm on vertical wall as vata. 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 for a period of 7 years SMT
from actual date of completion of work on stamp paper of appropriate value in approved format of
Note: 20% amount of retention of this executed item will be made for the period of 07 year.
(Special note : Water proofing treatment must be carried out by approved venders of
manufacturer i.e. Kerakoll or it's eqivelante manufacturer)
99 Suppling & Laying Water Proffing Liquid of "Pidilite make" or its equilent make as directed by EIC For
Concrete work of Roof Slab.
SR. NO. DESCRIPTION UNIT Combined Qty
100 Providing & applying anti-termite treatment, as per IS 6313 (Part II & II 2001) for building works in 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 the 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 holes
are to be treated with diluted chemical solution, 1.5 lit. per hole, in the ratio of 1:20. For the
periphery, i.e. outside plinth, the ditch is to be treated with diluted solution 2.25 litres per rmt. In the
ratio 1:20. The entire surface area is to be treated with a diluted solution of dose 2.5 litres per smt.
over and above as a plinth surface treatment. The contractor shall submit a performance guarantee
of the anti-termite item at the rate of 20% of the cost of the executed quantity of item of work order for
a period of 5 years from the actual date of completion of work on stamp paper of appropriate value in
the approved format of GETCO. The agency has to submit the 20% of cost of executed quantity 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 from his bill and shall be withheld as a performance
gaurantee for five years..
101 Providing & fixing approved quality 300x300mm size marble year plate with black border all round & NO
letters, including fixing the same in cement mortar etc.. comp. As directed by EIC.
102 Painting the letter with the best enamel oil paint in 200 to 250mm size, etc., complete as directed by Per
EIC (paint should be brought by the contractor) Letter
103 Providing plantation & development of plants /trees/flowers, ornamental plants, & garden shrubs, NO
small trees, of plants of selected & approved name quality, size, & growth in good condition. The
work includes the cost of plants, materials, and digging a pit in the soil of size 0.6x0.6x0.6 mtr soil for
planting trees. mixing manure & refilling pit with good earth, watering as & where required. Providing
pesticides/fertilizer for maintenance, replacement & replacement of dead plants during
maintenance.cleaning,removing,labour,tools & tackles transportation,loading & un loading
etc.complete as directed by E.I.C.
104 Providing cages made from plastic/steel net for the protection of outdoor plants /trees/flowers, NO
ornamental plants, & garden shrubs, and small trees. Frame made with steel flat in round or square
shape of minimum 375mm dia., vertical height minimum 1500mm, including transportation, fixing at
location as directed by EIC,
105 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30 cm RMT
length, 30 cm height and 15 cm thick of M200 grade concrete as per approved design and
including excavation for fixing in proper line and level, filling the joint with CM: 1:3 (1 cement :3 fine
sand) etc complete.
106 Providing and fixing Sign Board made out of 2 mm Aluminium/ ACP sheet of size 180 x 120 Cms as NO
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 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.
107 Providing and fixing Sign Board made out of 2 mm Aluminium/ ACP sheet of size 120 x 90 cms as NO
per design given by EIC, pre-treated with phosphating 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. Letters 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 the best quality epoxy coatings. The details of symbols or inscription/numerals for
the board shall be as per the instructions of EIC. The fixing at the 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.
[C] WATER SUPPLY AND DRAINAGE & MISC.
108 Providing, laying, and jointing in true line and level 15 mm diameter UPVC pipe (SCH-40) for cold RMT
water, including fittings made by PRINCE / SUPREME / ASTRAL / FINOLEX. Pipe shall be fixed on
the wall with the help of a clamp at every two meters c/c or shall be concealed as directed, including
necessary fittings, fastening, fixtures, excavation, and backfilling. The rates include testing of pipe
and jointing, and fixing the same with adhesive solvent, including the cost of all materials.
109 Providing, laying, and jointing in true line and level 25 mm diameter UPVC pipe (SCH-40) for cold RMT
water, including fittings made PRINCE / SUPREME / ASTRAL / FINOLEX. Pipe shall be fixed on the
wall with the help of a clamp at every two meters c/c or shall be concealed as directed, including
necessary fittings, fastening, fixtures, excavation, and backfilling. The rates include testing of pipe
and jointing, and fixing the same with adhesive solvent, including the cost of all materials.
SR. NO. DESCRIPTION UNIT Combined Qty
110 Providing, laying, and jointing in true line and level 40 mm diameter UPVC pipe (SCH-40) for cold RMT
water, including fittings made PRINCE / SUPREME / ASTRAL / FINOLEX. Pipe shall be fixed on the
wall with the help of a clamp at every two meters c/c or shall be concealed as directed, including
necessary fittings, fastening, fixtures, excavation, and backfilling. The rates include testing of pipe
and jointing, and fixing the same with adhesive solvent, including the cost of all materials.
111 Providing and fixing in position of FURAAT or its equivalent make precast RHM-57(HSN NO
Code : 84211960) i.e. Rooftop Harvesting Module 57 having floor mounted M25 grade
precast concrete Octagonal module having circumscribing diameter of 390 mm and a height
of 570 mm, a filter spine of PVC and 250mm micron SS 316 mesh with a filter surface area
of 1100 cm2, inlet supporting downtake pipe having 90/110 mm diameter and outlet of
mm diameter pipe opening.(as per instruction of engineer in charge.)
112 Providing & fixing PRINCE / SUPREME / ASTRAL / FINOLEX. rigid P.V.C. pipe for Rain water 4 RMT
kg/cm2 including necessary fittings like bends, shoe, cowl etc. & fixing the pipes to the wall in plumb
by means of G.I. Clamps/brackets of 18 gauge sheet at 1 to 1.5 meter distance, filling the joints with
approved solution complete as directed by E.I.C. - 90 mm Dia.
113 Providing & laying rigid 6 kg/cm2 PVC drainage pipe 75mm dia. including necessary fittings like RMT
bend, tee,Y bend plug etc. fixed with wall by means of clamps / brackets at 1 to 1.5 meter distance
such that pipe should not touch the wall & nails with water tight joints by approved solution etc.
complete as directed by EIC.
114 Providing & laying rigid 6 kg/cm2 PVC drainage pipe 110mm dia. including necessary fittings like RMT
bend, tee,Y bend plug etc. fixed with wall by means of clamps / brackets at 1 to 1.5 meter distance
such that pipe should not touch the wall & nails with water tight joints by approved solution etc.
complete as directed by EIC.
115 Providing & laying rigid 10 kg/cm2 PVC drainage pipe 160 mm dia. including necessary fittings like 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
116 Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts, 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
NP2 of internal diameter 150 mm.
117 Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts, 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.
118 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 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 450 mm.
119 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 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.
120 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 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.
121 Providing and fixing approved quality PVC SWR Nahani trap IS 14735 for drain 75 mm diameter NO
with 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.
122 Providing and fixing approved quality S.W. gully trap with C.I. Grating, brick masonry chamber, and NO
water-tight C.I. cover with frame of 300 mm x 300 mm size (inside) with standard weight. (B) 150 mm
x 100mm size P or R type.
123 Providing & fixing approved quality Fiber Reinforced Polymer(FRP) (24 Inch x 24 Inch x 1.2 inch) NO
in Size Manhole Covers 2.5 Tons or More Capacity with water-tight Frame & fixing the same in
concrete or Mortar, etc., complete as directed by E.I.C.
124 Providing & fixing approved quality Fiber Reinforced Polymer(FRP) (18 Inch x 24 Inch x 1.2 inch) NO
in Size Manhole Covers 2.5 Tons or More Capacity with water-tight Frame & fixing the same in
concrete or Mortar, etc., complete as directed by E.I.C.
125 Providing & fixing approved quality gun metal check or non-return fullway wheel valve 15MM DIA NO
SR. NO. DESCRIPTION UNIT Combined Qty
126 Providing & fixing approved quality Brass Ball Valve-40MM DIA as directed by E.I.C. NO
127 Providing & fixing approved quality Brass Ball Valve-25MM DIA as directed by E.I.C. NO
128 Providing and fixing approved quality screw down bib tapes of jaquar code no OPP- 15037PM or NO
its equivalent brand having basic price of tap ₹2050 or more following size: (A) Brass screw down
bib tap polished bright 15mm dia.
129 Providing and fixing approved quality screw down bib tapes with nozzle of CERA code no F-2014 NO
153 or its equivalent brand having basic price of tap ₹1100 or more following size: (A) Brass screw
down bib tap polished bright 15mm dia.
130 Providing and fixing Stainless Steel Towel rack of 600mm long with 03 hoocks including fitting & NO
fixing in position with required accessories, , including transportation, tools tackles, fitting work and
fitxures for the same etc complete. Catagory : Jaquar ACN- 1181FHS or Kohler / Kerovit / reputed
make having base price more than ₹3100.00
131 Soap Dispenser: Providing and fixing Soap Dispenser including fitting & fixing in position with NO
required accessories, , including transportation, tools tackles, fitting work and fitxures for the same
etc complete. Catagory : Jaquar ACn-1137N or Kohler /Kerovit / reputed make having base price
more than ₹3,700.00
132 Providing & Fixing 450X400 mm size Stainless Steel approved brand Kitchen Sink Incl waste NO
pipe & Coupling etc; complete as directed by EIC.
133 Providing and fixing Swivel Mirror 630mm x 445mm of superior glass including fitting & fixing in NO
position with required accessories, , including transportation, tools tackles, fitting work and fitxures
for the same etc complete. Catagory : Jaquar AKP-35795 or Kohler /Kerovit / reputed make having
base price more than ₹3,650.00
(3) BORE AND WATER SUPPLY
134 Providing BOREWELL PRE-FEASIBILITY REPORT (before conducting bore well work) Feasibility No
report shall include the geology of the area, Hydrological condition of the area, Water quality of the
area, location of the borewell, depth of bore borewell and recommendation if any.
135 Providing water logging test with electro logging equipment & required machinery for No
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 recommending
water bearing zones, TDS of water etc. complete as directed by E.I.C.
136 Drilling of Bore well of 165mm dia by machine in all kinds of soil, sand, clay, Murrum, soft rock, and RMT
hard rock, etc., complete, truly vertical with equipment and labor, etc., complete as directed by E.I.C.
(A) 0 to 150 meter
137 Drilling of Bore well of 165mm dia by machine in all kinds of soil, sand, clay, Murrum, soft rock, and RMT
hard rock, etc., complete, truly vertical with equipment and labor, etc., complete as directed by E.I.C.
138 Drilling of Bore well of 165mm dia by machine in all kinds of soil, sand, clay, Murrum, soft rock, and RMT
hard rock, etc., complete, truly vertical with equipment and labor, etc., complete as directed by E.I.C.
139 Drilling of 200/250 mm bore dia in overburden strata DTH bore hole in soft rock (sand stone RMT
formation) for all districts & talukas of Saurashtra having sand stone formation.
140 Drilling of bore well 300mm dia suitable for lowering 200mm dia casing pipe by machine in ordinary RMT
soil soft or hard murrum, soft rock etc truly vertically with all equipments, labours, etc. complete as
directed by EIC.
141 Providing fixing and lowering 140 mm dia OD and 125mm inner dia having wall thickness 6.5 to 7.3 RMT
mm PVC CM casing pipe of IS :12818 AROMA make or it`s equivalent including necessary threading
couplings connections etc. complete as directed by EIC. For Strainer pipe
142 Providing fixing and lowering 200 mm dia OD and 175mm inner dia having wall thickness 7.0 to 7.8 RMT
mm PVC CM casing pipe of IS :12818 AROMA make or it`s equivalent including necessary threading
couplings connections etc. complete as directed by EIC. For Strainer pipe
143 Bore plug having 100 mm height made from 5 mm th M.S. plate with 3 holes at equal distance on NO
circumference for nut-bolts type,locking arrangement with nuts-bolts & lock nuts of std. Make
complete. Suitable for casing pipe
144 Supplying and lowering Kirloskar/Falcon/Lubi/Crompton make ISI submersible pump for 3HP/28 NO
stage in bore well, etc. comp. as directed, including ISI approved MEI type oil immersed auto
transformer starter commissioning and testing to required delivery head. (All other accessories will be
paid separately.)
145 Supplying and lowering the approved ISI Submersible pump of 2HPX14 stage (Single Phase) in NO
bore well etc. comp. as directed including ISI approved MEI type oil immersed auto transformer
starter commissioning and testing to required delivery head (all other accessories will be paid
146 Extra for one stage additional require for pump. NO
147 Supplying and packing well sorted graded gravel of 4mm to 6mm size around the casing pipe in CMT
borewell as directed by EIC.
148 Providing & fixing Kirloskar/Falcon/Lubi/Crompton make ISI single phase monoblock/self-priming NO
pump of ISI brand (2H.P) with all GI fitting for inlet & outlet connection, including providing
G.M.Wheel Non-Return valve, required electric fitting/switchboard etc. comp.
SR. NO. DESCRIPTION UNIT Combined Qty
149 Providing, fixing PRINCE / SUPREME /Ashirvad or Equivalent approved quality of HDPE pipe of ISI RMT
quality having Material grade PE-80, Pressure class PN10-(10kgf/cm2), SS-316 nipple at both ends
with all accessories fittings, jointing etc. suitable for submersible pump lowering in bore etc.,
complete as directed by EIC. - 32mm dia.
150 Providing & joining Anchor/RR Cable/Polycab/Finolex/Havells/Avocab ISI make PVC Insulated flat RMT
Submersible Copper cable Sufficient for a 3 HP Pump set, etc., complete as directed by EIC. with
size 3-Core 4 Sq. mm flat cable.
151 Providing and fixing approved quality control panel board metal box I.S.I. with a main fuse connection NO
ampere meter, volt meter 30 Amp. 3 phase switch single phase preventor cum water level guard and
male and female type socket 3 phase indicator lamps an
152 Providing & fixing approved quality readymade 4 Layered (Thermal isulated) overhead P.V.C. water NO
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.: 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.
(4) Sanitary Ware and Inspection chamber
153 Providing and fixing wash basin with single hole pillar tap with tap with brackets painted while/colour NO
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
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.
154 Providing and fixing Two way Bib Cock with Wall Flange Jaquar make ARI-39041 B.P. ₹2050 or NO
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.
155 Providing and fixing Rimless wall hung WC with inbuilt jet, PP soft close slim seat cover, hinges, NO
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 ₹12,190.00
Regular Body of Concealed Stop Cock Suitable for 15 mm Pipe Line with Protection Cap Jaquar
make ALD - 083 B.P. ₹1175
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
Regular Body of Concealed Stop Cock Suitable for 25 mm Pipe Line with Protection Cap Jaquar
make ALD - 081 B.P. ₹1850
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.
156 Providing and fixing urinal with spreader hole and fixing accessories of size 355 X 340 X 535mm of NO
jaquar - URS-WHT-13261H of Base prise ₹4100 including connection with trap and with integral
longitudinal flush pipe concealed outlet
Urinal Valve with Auto Closing System with Built-in Control Cock & Wall Flange Jaquar - PRS-077
Urinal Spreader bowl Top Inlet 15mm with Fixing Stud Jaquar make ALD-1043 BP ₹550.00
Bottle Trap Jaquar make ALD-769L300x190 Wall connection pipe and Flange BP ₹1950
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.
157 Providing and fixing Hand Shower (Health Faucet) Jaquar make ALD - 579 with 1 meter long Easy NO
flex Tube in chrome finish and wall hook with N.R.V. (Back flow preventer) B.P. ₹1350 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.
SR. NO. DESCRIPTION UNIT Combined Qty
158 Providing B.B. Masonry inspection chamber for underground CI inspection chamber and bends NO
with 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
kgs (weight of cover 23 kg and weight of frame 15 kg). RCC top slab with 1:2:4 mix (1 cement:
2Coarse sand: 4 graded stone aggregate 20 mm size). Foundation concrete 1:5:10, inside plaster
mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and
bed concrete, etc., complete. Inside dimensions are 455mm x 610 mm and 450 mm deep.
159 Providing and laying Granular sub-base in two layers by providing coarse graded material Grading- CMT
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 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-GSB
160 Providing, Laying, Spreading, and Compacting graded stone aggeregates to wet mix macadam CMT
as per MORT & H Specification including premixing the material with Water at OMC in mechanical
mix Plant, Carriage of mixed material by Tippers to site, Laying in uniform layers with paver or motor
garded in subbase/ sub base course on well prepared surface and compacting with vibratory Roller
to achieve the desired density Complete as per MORT & H Clause-406-WMM
161 Supplying & stacking & spreading 40 to 60mm size hard stone road black crushed metal CMT
including transportation filling the box, spreading 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. (Measurement shall be paid with 20%
162 void deduction)-
Supplying For road
& stacking work. murrum of approved quality including transportation, filling the
& spreadiing CMT
boxes, spreading 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
163 Supplying & stacking & Spreading 6mm size grit of approved quality including transportation, filling CMT
the boxes, spreading with required grade & camber & watering rolling the each layer with 8 to
tones power roller including filling depression which occur during process etc. complete as directed
by E.I.C. (Measurement will be paid with 15% deduction of voids).
[E] Metal Spreading Treatment
164 Supplying and spreading 'Round up" (Glyphosphate 41% SL) of approved IS standard make or SMT
equivalent weedicide for weed control in proportion of 100ml weedicide and 250gram ammonium
sulphate mixing with sticking agent mixed with 10Ltr of clean water and spraying as per
manufacturers specification and as directed by Engineer In Charge.
165 Providing and laying cement concrete 1:5:10 (1 Cement : 5 Coarse and : 10 black crushed stone CMT
aggregate 40mm nominal size ) and curing complete- Foundation and plinth.
166 Providing and laying Cement slurry of mix 1:6 (1- Cement : 6 Sand) provided over the cement SMT
concrete layer for metal work with cement content not less than 150 Kg/ 100 Smt including of all
materials, labour, spreading etc completed as directed by EIC.
167 Supplying & stacking & Spreading 25 to 40mm size crushed metal in 100mm thick layers with CMT
required grade & camber including transportation, and spreading as directed with required all labour
tools and tackles etc. complete as directed by EIC. (Measurement will be paid with 15% voids
deductions)- For yard metal spreading.
[F] OIL TANK PIPE LINE & SUPPORTING ACCESSORIES
168 Providing and laying ISI mark G.I.pipe line with couplings of HEAVY DUTY class and 100 mm in RMT
DIA 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 the running meter of the pipeline.
169 Providing & fixing C.I pipe spigot & socket soil waste, airvent pipe of 100mm dia with filling joints etc NO
completed as per EIC
170 Supplying & fixing of ISI mark CI D/F Sluice Valves, Butterfly Valves & Reflux Valves of 100 mm NO
Diameter, including all taxes, etc., complete. PN-1 with hand wheel /cap operated (PD type short
body) Reference
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CCTV Block Diagram_11.2023.pdf
Specification_CCTV_July_2023.pdf
10.1_ Joint Venture Agreement redrafted.pdf
Revised Joint Deed of Undertaking.pdf
66kV Juvangadh-Movan line_L-2 schedule.pdf
66kV LILO Hansthal_L-2 Schedule.pdf
66kV LILO Jamnavad_L-2 Schedule.pdf
66kV LILO Nathuvadla_L-2 Schedule.pdf
66kV LILO Rajpipla_L-2 Schedule.pdf
66kV LILO Rampara_L-2 Schedule.pdf
66kV LILO Simani_L-2 Schedule.pdf
66kV LILO Tataniya_L-2 Schedule.pdf
66kV Paldi - Malondha line_L-2 Schedule.pdf
1. LILO Tataniya Lat-Long.pdf
2. LILO Hansthal Lat-Long.pdf
3. 66kV Movan line Lat-Long.pdf
4. LILO Nathuvadla Lat-Long.pdf
5. LILO Simani Lat-Long.pdf
EPC Package-2 Rajkot Zone Technical specifications.pdf
4R DAMPER FOR ACSR ALL COND.-Model.pdf
PREFORMED ARMOUR ROD SUITABLE FOR ASCR CONDUCTOR-Model.pdf
REPAIR SLEEVE-Model.pdf
TUBULAR COMPRESSION JOINT-Model.pdf
66KV DOUBLE SUSPENSION HARDWARE FOR ACSR DOG.pdf
66KV DOUBLE TENSION HARDWARE FOR DOG ACSR CONDUCTOR.pdf
66KV SS HW FOR ACSR DOG CONDUCTOR Model (1).pdf
66KV ST HW FOR DOG ACSR CONDUCTOR Model (1).pdf
4R DAMPER ACSR ALL COND.pdf
D S HW Panther.pdf
DOUBLE TENSION HW AL 59 PANTHER.pdf
NEW DEAD END AL59 Panther 23.8 mm.pdf
NEW MSJ AL 59 Panther 23.8 mm.pdf
PREFORMED ARMOUR ROD AL 59 PANTHER.pdf
REPAIR SLEEVE AL 59 CONDUCTOR.pdf
SS HW FOR Al59.pdf
ST HW AL 59 PANTHER.pdf
02 TOWER MATERIAL 66KV PANTHER.PDF
AL59 PANTHER and MOOSE_R5.pdf
Amendment- Structure weight TL.pdf
HW AL 59 Panther TS HW 22.04.2025.pdf
HW and ACCS PANTHER CONDUCTOR.PDF
OPGW 48F specs final-R2-11.09.2023 final.pdf
R1 - STEEL DRUM condu.pdf
R5 - ACSR cond MOOSE ZEBRA PANTHER DOG TL.pdf
S and E 66KV DC TL with n WITHOUT COND.pdf
S and E OF 66KV MC TL.PDF
Standard MQP GI Tower material.PDF
TOWER MATERIAL-66KV MC LINE-PANTHER.pdf
AL59 PANTHER n MOOSE_R5.pdf
Amendment for TTR validity 26.02.2026.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
Part-I 1 Tender Notice 66KV SS and Lines E-434.pdf
Part-I 2 Tender spe 66KV SS and Lines E-434.pdf
Part-I 3_Amendment -1 Tender spe 66KV SS and Lines E-434.pdf
Form of LD undertaking 1A.pdf
Form of LD undertaking 1B.pdf
Part-I 4 EMD BG Format.pdf
Part-I 5 SD cum PBG Format.pdf
BOQ Annexure-4 E-434.pdf
BOQ Annexure-6 E-434.pdf
BOQ Part-III Annexure-D E-434.pdf
BOQ Substation Civil E-434.pdf
BOQ Substation Electrical E-434.pdf
BOQ TL OH line Supply and Erection E-434.pdf
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