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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
3 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Kheda R. & B. Division, at Nadiad
Construction of Animal Husbandry at Mahemdabad (District Kheda)
274779
NIT-35 of 2025-26
Open
Civil Works - Buildings
Works
Nadiad
6 documents required · 6 mandatory
₹3,600
Yes
Executive Engineer Kheda R&B Division Nadiad
₹1.0 L
Yes
10 Feb 2026
10 Feb 2026
10 Feb 2026
3 Mar 2026
10 Feb 2026
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[1] Excavation for foundation upto 1.5 m depth including 224.80 Cum. 149.67
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead (B)
Dense or Hard soil
[2] Excavation for foundation for depth from 1.5 m to 3.0 m 121.60 Cum. 282.90
including sorting out and stacking of useful materials
and disposing off the excavated stuff upto 50 Meter lead
(B) Dense or Hard soil
[3] Excavation for foundation for depth from 3.0 m to 5.0 m 28.20 Cum. 285.73
including sorting out and stacking of useful materials
and disposing of the excavated stuff upto 50 Meter lead
(C) Hard Murrum
[4] Filling available excavated earth (excluding rock) in 319.50 Cum. 130.39
trenches. plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each disposited
layer by ramming and watering
soil in layer of 20 cm in thickness including ramming
watering and consolidating etc. Complete.
[6] Providing and laying rubble for appron (each stone 262.10 Cum. 1041.05
weighting not less than 40Kg.) including and packing and
filing in the interestices with quarry-spalls.
[7] Carrying out plinth treatment to post construction / 262.10 Sqm. 124.28
existing structure by spraying chemical solution for
termite control treatment including labour and material
consistent with I.S.I specification. Using Chlordane and
Chiorpurfiles 20 EC. As Per 6131_paret-II Concentration
Weight one percent is recommended i.e. one litre 20 EC
chemical emulsion with 19 liter give 1 % concentration
inclusive of one litre chemical emulsion application at
the rate of 5 Litre chemical / Sqm of surface is
recommended as per I.S.
[8] Providing and laying cement concrete 1:2:4 (1- Cement : 16.20 Cum. 3652.51
2- Coarse sand : 4- graded stone aggregates 20 mm
nominal size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth.
[9] Providing and laying controlled cement concrete M-250 43.40 Cum. 4498.57
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in foundation footings, Raft, base of
columns and mass concrete.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[10] Providing and laying controlled cement concrete M-250 13.60 Cum. 7601.31
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in Columns, pillars posts and struts
[11] Providing and laying controlled cement concrete M.150 37.90 Cum. 3860.16
for curing complete including cost of formwork and
reinforcement for reinforced concrete work in (A) PCC
[12] Providing and laying controlled cement concrete M-200 17.50 Cum. 7547.08
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in Columns, pillars posts and struts.For
[13] Providing and laying controlled cement concrete M-200 6.10 Cum. 7586.88
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in Columns, pillars posts and struts For
First floor.
[14] Providing and laying controlled cement concrete M-250 39.10 Cum. 5940.72
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in Plinth BEAMS.
[15] Providing and laying controlled cement concrete M-200 29.10 Cum. 6072.09
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in GF BEAMS.
[16] Providing and laying controlled cement concrete M-200 2.30 Cum. 6111.88
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in BEAMS First Floor.
[17] Providing and laying controlled cement concrete M-200 7.30 Cum. 7447.35
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in Lintels Ground Floor.
[18] Providing and laying controlled cement concrete M-200 1.70 Cum. 8046.11
for reinforced concrete CHHAJJAS not exceeding 10 cm.
Thickness up to floor two level including finishing the
exposed surfaces with cement mortar 1:3 (1cement :3
fine sand) to give a smooth surface centering and form
work and curing complete excluding cost of
reinforcement. Ground Floor.
[19] Providing and laying controlled cement concrete M-200 38.50 Cum. 6127.62
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in GF SLAB.
[20] Providing and laying controlled cement concrete M-200 2.90 Cum. 6167.41
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in SLABS for First Floor.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[21] Providing and laying controlled cement concrete M-200 3.50 Cum. 7146.01
and curing complete including the cost of form work but
excluding the cost of reinforcement for reinforced
concrete work in STAIRCASE for Ground Floor.
[22] Providing T M T. bar reinforcement of Fe-500 for R.C.C. 28601.20 Kgs. 76.21
work including bending binding and placing in position
complete up to All floor Level.
[23] Brick work using common burnt clay building bricks 47.20 Cum. 4051.78
having crushing strength not less than 35 kg./Sq.Cm. in
foundation and plinth in Cement Mortar 1:5 (1 Cement :
5 Fine Sand) (B) Conventional.
[24] Brickwork using common burnt clay building bricks 128.80 Cum 4320.08
having crushing strength not less than 35 kg. / Sq.cm. In
super structure above plinth level upto floor two level in
Cement Mortar 1:5 (1 Cement : 5 Fine Sand) Extra for
brick work in superstructure above plinth level upto
floor two level.
[25] Half brick Masonry in common brunt clay building bricks 38.50 Sqm. 641.16
having crushing strength not less than 35 Kg/Sq.Cm. in
Cement mortar 1:5 (1 Cement : 5 Coarse Sand) in
foundation and plinth + Extra for half brick masonry in
superstructure above plinth level upto floor two level (B)
Conventional.
[26] Providing and fixing Double shutter teak wood door 3.60 Sqm. 2894.99
using 100mmx50mm teak wood frame, and S.S. Hinges
welded for door frame, hollow portion of door frame
shall be filled with Cement Mortar 1:6 and 35 mm thick
Factory Pressed flush door with 75mmx35mm with 2 x
Cm and Decorative Lamination of 1mm th.lamination
sheet on both side, and Teakwood moulding strip on
both side, Stainless steel hinges, Stainless steel ASIS
grade Stopper 20cm long, Aldrop 20 cm long, handle
cm long, including melamine polishing on Teakwood
molding patti. etc. complete as per detailed drawing.
[27] Providing and Fixing Single Shuttered Door having 35 24.00 Sqm. 2927.65
mm thick Factory Pressed flush door with 75mmx35mm
teak wood beading of natural wood grain shade, having
Decorative Lamination on both sides & 12 mm, Stainless
steel ASIS 304 grade Stopper 20cm long, Aldrop 20 Cm
long, handle 15 cm long, etc complete as per detailed
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[28] Providing and fixing FRP frame size 100 X 50 mm and 28 3.20 Sqm. 2377.76
mm thick FRP shutter with depressed panel shutter
having reinforcement on sides and edges and in GEL coat
finish. The core of shutter is to be filled up with injected
fibre extinguishing grade polyurethane foam done in situ
along with embedded wooden pieces for stiffening and
also for taking hinges and fixtures. The whole FRP frame
and shutter is to be water proof, weatherproof, termite
proof and resistance to mild acid/ Alkali resistance
including S.S. hinges with necessary screws and
alluminium fixtures and fastening.
[29] Providing and fixing window having extruded alluminum 31.50 Sqm. 1583.95
Colour anodized section frame main outer size 95mm x
24mm x 1.17mm (wt. of 0.738 Kg/mt), horizontal Three
track member size 92mm x 31.75mm x 1.30mm (@
Wt.1.07 Kg/mt), vertical member of size 92mm x
31.75mm x 1.50mm (Wt. 1.06 Kg/mt) with sliding
shutters of horizontal member size 40 mm x 18mm x
1.29mm (@ wt. of 0.456 Kg/mt), vertical member of size
40mm x 18mm x 1.29 mm @ wt. of 0.456Kg/mt/ with
mm thick transparent bronze colour tinted float glass
with powder coated alluminum fittings and fixtures and
transparent silicon sealant glass fixing to frame as per
details etc.
[30] Providing and fixing standard extruded of alluminium 12.60 Sqm. 1525.00
section of size 63.50 x 38.10 x 1.95 mm(@ Wt 1.094Kg /
Rmt with colour anodized alluminium frame with 5 mm
thick transparent bronze colour tinted float glass as
details etc complete for For light entrant above window.
[31] Providing and fixing standard extruded of alluminium 2.70 Sqm. 1175.56
section of size 63mm x 38.10mm x 1.2mm (Jindal Section
:2434, @ Wt. 0.643 Kg/mt) with colour anodized
alluminium frame for ventilation with 5 mm thick frosted
glass as details etc complete for Louvered type
Ventilator.
[32] Providing and fixing Safety grills of required pattern for 1392.90 Kgs. 107.32
windows / Door using 12 mm dia M.S polished bars,
Angles / pipes for frame as directed & spacing as per
Design / Drawing or as directed by engineer in charge
and hold fasting with coach bolts including one coat of
primer and two coats of mattfinished oil painting etc
[33] Providingand Laying 24" x 24" Soluble Salt vitrified 8 18.70 Sqm. 1282.24
mm thick tile flooring over 20 mm (average) base of
cement mortar 1:6 (1 cement: 6 coarse sand) on new
surface or fixing on existing flooring by adhesive
material including dismentaling of existing flooring and
jointed with color cement slurry including finised with
flush pointing & cleaning the surface etc. complete for
DARK shade.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[34] Providng and Laying 24" x 24" Soluble Salt vitrified 8 187.00 Sqm. 1397.83
mm thick tile flooring over 20 mm (average) base of
cement mortar 1:6 (1 cement: 6 coarse sand) on new
surface or fixing on existing flooring by adhesive
material including dismentaling of existing flooring and
jointed with color cement slurry including finised with
flush pointing & cleaning the surface etc. complete
[35] Providing and laying Vitrified tiles 8 to 10 mm thick, 24'' 4.60 Sqm. 1141.45
x 24'' in skrting risers of steps and dedo on 10mm thick
cement plaster 1:3 (1 Cement : 3 Coarse Sand) and
jointed with White Cement slurry.
[36] Providing and laying Machine Cut, Free Edges, Mirror 42.60 Sqm. 2621.87
polished GRANITE stone slab in single piece, 18 mm
(Average) thick for steps and riser as per design incl. Half
round front edge & 1 cm nosing in trade of steps laid on
20 mm thick cement mortar 1:6 (1 cement : 6 coarse
sand) on treads & 10 mm thick Cement mortar 1:3 for
risers, jointed with grey cement slurry including rubbing
and polishing etc. complete.
[37] Providing and laying Antiskid Ceramic tiles 6mm thick in 271.00 Sqm. 949.68
flooring treads of steps and landing laid on a bed of
12mm thick cement mortar 1:3 (1-cement : 3-coarse
sand) finishing with flush pointing in white cement.
[38] Providing and laying coloured glazed tiles of the size 300 492.00 Sqm. 1417.36
mm x 600mm in skirting, risers of steps and dedo on
mm. thick cement plaster 1:3 (1 cement : 3 coarse sand)
& jointed with white cement slurry.
[39] Providing and fixing pre-cast Rubber Dye / steel Dye 120.30 Sqm. 686.90
inter locking concrete block 60mm thick with grade of
concrete M300 pnumatic compressed / vibrated
mechanically and as per approved design Confirming to
IS 15658 : 2006 including 35 mm Sand layer for levelling
and filling the joint with sand in proper line and level as
per guidlines of IRC : SP 63-2018 etc. Complete.
[40] Providing and fixing pre-cast Concrete Kerb stone of gray 90.30 Rmt. 384.96
cement based concrete block 30cm length, 30 cm. height
and 15 cm. thick of M200 grade concret as per approved
design and including excavation for fixing in proper line
and level, filling the joint with C:M 1:3 (1 Cement : 3 Fine
Sand) etc. complete.
[41] Providing and laying Mirror polished Telephone Black 63.50 Sqm. 3387.37
Granite slab 18 mm (Average) thick as per design incl.
Half Round moulded both edges laid on 10 mm thick
cement mortar 1:3 (1 -cement : 6 coarse sand) jointed
with grey cement slurry including rubbing and polishing
and G.I. fastenings for top horizontal as directed etc.
complete. For Doors / WIndows cill & Jams Clading.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[42] Providing 20 mm thick double coat mala cement plaster 95.10 Sqm. 270.43
on interior brick / concrete work for plastering
comprising of base coat of 12 mm thick cement plaster in
cement mortar (1 Cement : 4 coarse sand) in rough
finishing and 8 mm thick top coat of cement mortar 1:2
(1 Cement : 2 Coarse sand) finished with trovel including
scaffolding curing etc. complete.
[43] Providing 20 mm thick double coat mala cement plaster 34.00 Sqm. 296.36
on interior brick / concrete work for plastering
comprising of base coat of 12 mm thick cement plaster in
cement mortar (1 Cement : 4 coarse sand) in rough
finishing and 8 mm thick top coat of cement mortar 1:2
(1 Cement : 2 Coarse sand) finished with trovel including
scaffolding curing etc. complete.
[44] Providing 10 mm. thick cement plaster by using Ready 784.10 Sqm. 132.46
Mix Mortar for plaster in single coat on brick/ concrete
walls for interior plastering upto floor two level and
finished even and smooth in Cement mortar 1:6 (1
Cement : 6 sand) for plastering on ceilings and sofits of
stairs upto floor two level instead of plastering on walls
for Ground Floor.
[45] Providing 10 mm. thick cement plaster by using Ready 15.10 Sqm. 128.49
Mix Mortar for plaster in single coat on brick/ concrete
walls for interior plastering upto floor two level and
finished even and smooth in Cement mortar 1:6 (1
Cement : 6 sand) for plastering on ceiling and soffits of
stairs above floor two level for every additional storey
height for First Floor.
[46] Providing 20 mm. thick Water Proof cement plaster for 59.20 Sqm. 357.07
sunk in single coat on brick / concrete wall for interior
plastering up to floor two level finished even and smooth
(i) Cement mortar 1:3 (1-cement : 3-sand) and mixing
waterproofing materials of approved brand and
manufacture in cement mortar in proportion
recommended by the manufacturer.
[47] Applying two coats of putty & two coats of primer of 444.40 Sqm. 40.59
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..
[48] Wall painting (two coats) with plastic emulsion paint of 444.40 Sqm. 119.42
approved brand 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.
[49] 20 mm. thick Sand Faced Cement Plaster on walls upto 705.00 Sqm. 335.65
height 10 metres above ground level consisting of
mm. thick backing coat of C.M. 1:3 (1 Cement : 3 Sand)
and 8 mm. thick finishing coat of C.M. 1:1 (1 Cement :
Sand) etc. complete.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[50] Finishing wall with weather proof exterior emulsion 705.00 Sqm. 114.53
paint on wall surface (two coats) to give an required
shape even shade after thoroughly brushing the surface
to remove all dirt, and remains of loose powdered
materials etc complete.
[51] Providing and fixing chicken mesh jali with square of 209.50 Sqm. 104.54
12.50 x 12.50 mm of 25 gauge at junction the stone.
masonary and reinforcement cement concrete member
including fixing materials scaffolding labour etc.
[52] Providing laying and jointing in true line and level 15mm 50.00 Rmt. 72.65
dia. U.P.V.C. Pipe (SCH-40) for cold water including
fittings as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two
metre C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost
of all materials.
[53] Providing laying and jointing in true line and level 25mm 60.00 Rmt. 91.84
dia. U.P.V.C. Pipe (SCH-40) for cold water including
fittings as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two
metre C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost
of all materials.
[54] Providing laying and jointing in true line and level 40 100.00 Rmt. 148.12
mm dia. U.P.V.C. Pipe (SCH-40) for cold water including
fittings as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two
metre C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost
of all materials.
[55] Providing laying and jointing in true line and level 50 100.00 Rmt. 195.67
mm dia. U.P.V.C. Pipe (SCH-40) for cold water including
fittings as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two
metre C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost
of all materials.
[56] Providing and fixing Gun Metal Wheel valve of aprroved 4.00 Nos. 360.35
brand & follwing internal dia of Brass including fixing in
pipe lines etc.complete (C) 25 mm Dia.
[57] Providing and fixing Gun Metal Wheel valve of aprroved 2.00 Nos. 269.62
brand & follwing internal dia of Brass including fixing in
pipe lines etc.complete (D) 32 mm Dia.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[58] Providing and fixing Gun Metal Wheel valve of aprroved 4.00 Nos. 568.34
brand & follwing internal dia of Brass including fixing in
pipe lines etc.complete (E) 40 mm Dia.
[59] Providing and fixing to wall, ceiling and floor galvanised 20.00 Rmt. 397.87
mild steel tubes (Medium grade) of the following
nominal bore, tube, fittings and clamps included making
good the wall, ceiling and floor. (C) 25 mm.
[60] Providing and fixing to wall, ceiling and floor galvanised 30.00 Rmt. 246.57
mild steel tubes (Medium grade) of the following
nominal bore, tube, fittings and clamps included making
good the wall, ceiling and floor. (A) 15 mm.
[61] Providing and fixing to wall ceiling floor 10 Kg. F/Cm2 30.00 Rmt. 277.43
working pressure polythene pipes for soil waste and
ventilating pipes of the following outside dia. low
density, complete with necessary fittings, wall clamps etc
including making good the wall ceiling and floor.
(Finolex, Supreme, Prince or equivalent brand) (F)
[62] Providing laying and jointing in true line and level 110 181.00 Rmt. 835.15
diameter U.P.V.C. SWR Type B pipe confirming to IS
13592-1992 with one end plain and other end socketed
with rubbering, & fitting conforming to ISI 14735-1999
of approved make for drainage system pipe line, pipe
shall be jointed with each other with rubber lubricant,
pipe shall be fixed on wall using of PVC clamp of the size
110 mm diameter x 149 mm length x 145 mm high at
every 2000 mm center to center or shall be concealed in
walls as directed including necessary fittings such as
bends, shoes etc. including testing of pipes and joints and
jointed with adhesive solvent cement including cost of all
materials.
[63] Providing laying and jointing in true line and level 160 85.00 Rmt. 831.22
diameter U.P.V.C. SWR Type B pipe confirming to IS
13592-1992 with one end plain and other end socketed
with rubbering, & fitting conforming to ISI 14735-1999
of approved make for drainage system pipe line, pipe
shall be jointed with each other with rubber lubricant,
pipe shall be fixed on wall using of PVC clamp of the size
160 mm diameter x 210 mm length x 196 mm high at
every 2000 mm center to center or shall be concealed in
walls as directed including necessary fittings such as
bends, shoes etc. including testing of pipes and joints and
jointed with adhesive solvent cement including cost of all
[64] Providing and fixing PVC Cowl vent of following dia etc 3.00 Nos. 389.74
complete as directed. (A) 75 mm Dia.
[65] Providing and fixing PVC Cowl vent of following dia etc 3.00 Nos. 501.87
complete as directed. (B) 100 mm Dia.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[66] Providing and fixing PVC SWR Nahni Trap IS 14735 for 5.00 Nos. 558.36
drain - 100 mm diameter with jali of the following
nominal diameter of self cleansing design with C.I.
screwed down or hinged grating including the cost of
cutting and making good the walls.
[67] Providing and fixing Screw down bib taps of following 4.00 Nos. 186.83
size. (B) Brass Chromium plated screws down Bib Tap.
(i) 15mm dia.
[68] Providing and fixing wash basin with pedestal of std. 3.00 Nos. 2332.21
Height with single hole for pillar tap with C.I or M.S
brackets painted white / fixing in granite platform
including cutting holes and making goods the same
including C.P. brass waste and waste pipes (A) Vitreous
china. including 15 mm dia Pillar tap and Stop cock (II)
Flat back washbasin 550 mm x 400 mm size (I) in white
or colour.
[69] Providing and fixing SS Sink Glosy ASIS 304 Grade x 1mm 2.00 Nos. 5648.79
thick with over all size 610 x 460 mm & bowl size 560 x
410 x 200 with single hole for pillar tap Fixing in sanwich
platform including cutting holes and making goods the
same, 15 mm dia pillar tap. Stop cock 15 mm dia,
necessary fixtures, connections and waste pipes etc
[70] Provision and fixing water closet squatting orissa type 1.00 Nos. 1288.94
W.C. pan size 580mm integral footrest and 100 mm P or
S trap and including 25 mm dia CP brass flush valve and
GI inlet connection etc. comp. (A) Vitreous china long
pattern white or color.
[71] Providing and fixing wash down water closet (European 3.00 Nos. 3119.86
W. C. pan) with integral "P" or "S" trap and PVC fushing
cistern with fittings etc comp incl plastic sheet cover
including jointing trap with pipe in cm 1:1 and
connecting cistern with closet & Jet spray heavy duty
with S.S. Braided hose 60 cm long & 2 No. 15 mm dia
Stop cock (a) Vitreous china in white or color.
[72] Providing and fixing urinal of approved quality 2.00 Nos. 1242.10
connecting the urinal with waste pipe, trap & 15 mm dia
Stop cock etc. complete. (A) White earthen ware flat back
or corner type size 430mm x 260mm x 350 mm.
[73] Providing erecting and fixing double coated Syntex or 5000.00 Ltr. 3.95
equivalent PVC. (ISI) mark water tank of reqd capacity
each with all necessary fittings & connection etc. comp
on terrace.
[74] Providing and fixing 600 mm x 450 mm bevelled edge 3.00 Nos. 833.73
mirror of superior glass mounted on 6 mm thick
plywood sheet or PVC framing and fixed to wooden plugs
with C.P brass screw and washers.
[75] Providing and fixing C.P. brass towel rail complet with 5.00 Nos. 603.19
C.P. brass brakets fixed to wooden plugs with cpbrass
screws (B) 600 mm X 20 mm size.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[76] Providing and fixing S.W. Gully trap with C.I. Grating 4.00 Nos. 1292.19
brick masonary chamber and water tight C.I. Cover with
frame of 300 mm. X 300 size (inside) with standard
weight (I) Square mouth traps (C) 100 mm. X 100 mm
size P type.
[77] Constructing brick masonary chamber for under ground 12.00 Nos. 2932.93
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I.
Cover with frame (light duty) 455 mm. X 610 mm.
Internal dimensions, total weight of cover with frame to
be not less than 38 Kgs. weight of cover 23 Kg. and wt. of
frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 cement :
coarse sand : 4 graded stone aggregate 20 mm. size)
foundation concrete 1:5:10 inside plaster 15 mm. thick
with cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls & bed concrete etc.
complete. (I) inside dimensions, 455 mm. x 610 mm. And
450 mm. Deep for single pipe line.
[78] Constructing brick masonary chamber for under ground 1.00 Nos. 3660.76
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I.
Cover with frame (light duty) 455 mm. X 610 mm.
Internal dimensions, total weight of cover with frame to
be not less than 38 Kgs. weight of cover 23 Kg. and wt. of
frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 cement :
coarse sand : 4 graded stone aggregate 20 mm. size)
foundation concrete 1:5:10 inside plaster 15 mm. thick
with cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls & bed concrete etc.
complete. (II) Inside dimensions 500 mm. x 700 mm. &
450 mm. deep for pipe lines with one or two inlets.
[79] Providing throating or plaster drip and moulding to 34.40 Rmt. 41.00
R.C.C. Chhajja.
[80] Providing and fixing in position 150 mm high, English 60.00 Nos. 454.50
letters made from 1.0 mm thick stainless steel sheet as
directed by Engineer-in-charge with all necessary tools &
plants etc. complete.
[81] Constructing Sandwitch Platform of 18 mm thick 13.50 Sqm. 2897.57
Polished Black Granite at top and 30 mm thick Kota
stone slab flooring fitting at bottom with cementing
Materials / adhsives including macking necessary
grooves in walls with Vertical Kotastone 30 mm x 2 No
sandwitch thick every 60 cm centre to cenre including all
labour material of approved quality incl. full moulded
round front edge fixed in wall for partition and jointed
with grey cement slurry including rubbing and polishing
etc. complete .
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[82] Extra for additional height of propping and centering 15.10 Sqm. 390.34
where the height of propping and centering exceeds
mt. Between supporting floor two ceiling including
temporary brick or stone pillars for supporting as
required. Height 4.00 m. upto 5.00 m.
[83] Providing and fixing 90 cm high Stainless steel railing 16.90 Rmt. 2317.23
made from anticorrocive 304 grade S S pipe of 50 mm dia
(16Gauge) as hand rail with S S 304 grade Baluster
mm as a vertical support fixed in RCC slab at 1.2 m c/c
including three horizontal S S pipes of 25 mm dia
(16Gauge) at eqal distance including accessories as per
detailed drawing as directed etc. complete.
[84] SIGNAGES ON Door Providing, Fabricating & Fixing 304 11.00 Nos. 823.21
grade Stainless steel 1.5 mm thick brushed steel finish
plate fixed on a door using s.s studs and with punched
(laser cut) lettering carried out on S.S plate of required
size and text as directed by Engineer etc.complete. Size:
[85] Providing and fixing C.I. Manhole cover 0.60m x 0.45m 3.00 Nos. 958.17
size having weight not less than 35 kgs.
[86] Providing and fixing Stainless Steel Silver Folding Grab 1.00 Each 2439.15
Bar Handicap, For Washroom of standard quality as
directed by engineer in charge including all materials
and labours etc complete.
[87] Providing and Constructing a junction chamber of size 6.00 Nos. 1105.95
0.35 x 0.35 x 0.60 mt, including connecting rainwater
pipes, half brick work with plaster & C.C. 1:2:4 flooring
bed 50mm and covered with RCC slab 100mm thick incl.
all labour, material, excavtion etc. complete.
[88] Providing & Constructing filter chamber of size 2.06 x 1.00 Nos. 11351.39
1.21 x 1.20 mt. including connecting rain water pipes,
half brick work with plaster & C.C. 1:2:4 flooring bed
50mm and covered with RCC slab 100mm thick incl. all
labour, material, excavation etc. complete.
[89] Providing & Constructing percolation sockwell of 2.54 mt 1.00 Nos. 50759.57
internal clear diameter and 5.00 mt depth including
honey comb brick masonary in C.M. 1:6, R.C.C. top slab of
10 cm thick filling with gravel etc. complete incl. all
labour, material, excavation etc. complete.
[90] Excavation for foundation upto 1.5m depth including 19.10 Cum 261.73
sorting out and stacking of useful material i.e. disposing
of fthe excavated stuff upto 50 Meter lead (A) Dense or
[91] Brick work using common burnt clay building brick 3.30 Cum 4021.02
shaving crushing strength not less than 35kg./Sq.Cm. in
foundation and plinthin Cement Mortar 1:6. (1-Cement :
6- fine sand) (B) Conventional brick
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[92] Brick work using common burnt clay building brick 26.00 Cum 4289.33
shaving crushing strength not less than 35kg./Sq.Cm. in
super structure above floor two level in Cement Mortar
1:6. (1-Cement : 6- fine sand)
[93] Providing 20mm thick cement plaster in Two coat on 295.30 Sqm 297.96
single or half brick walls for interior plastering upto floor
two level and finished even and smooth in (i) Cement
mortar 1:3 (1-cement:3-sand)
[94] Finishing wall with water proofing cement paint of on 295.30 Sqm 57.27
wall surfaces (Two coats to give an approved brand and
manufacture and of required shape even shade aftert
horoughly brushing the surface to remove all dirt and
remains of loose powered materials.
[95] Providing and fixing M.S. grills for stair railing 1.1 mt 8.30 Sqm 2423.18
total height, balcony railing etc. made of 12 mm size
bright bars, framed in M.S. flat 50x4 mm size at bottom &
50 mm Dia G.I. pipe at top with PVC hand rail covered,
braced with bright bar design as per drawing at 30 cm
c/c in vertical intervals, welding bright bars in frame
including cutting, transportation, primer & oil painting,
fixing in position etc. complete.
[96] Providing and Fixing FIRE EXTINGUISHER 4 KG ABC 8.00 Nos. 3535.00
including cost of labour complete with providing 1 year
guarantee for each bottle including testing and
comissioning.
[97] Providing and Fixing FIRE EXTINGUISHER 2.0 KG CO2 8.00 Nos. 5353.00
including cost of labour complete with providing 1 year
guarantee for each bottle including testing and
comissioning.
[98] Drilling of 165 dia. Bore hole in overburden strata (lime 107.00 Rmt 756.49
stone & yellow sticly clay formation by DTH ring up to
requird depth 6.00 mt. including fixing 180.00 dia. PVC
pipes (blank and slotted) if requierd uther drilling of
165.00 mm dia. Bore hole in hard rock strata by DTH
driling method up to total depth of 165.00 mt. incl.
measureing the yield by "v" notch and flushing of bore
etc. complete. (a) 0.0 to 300 mt. (165.00 mm dia bore)
[99] Providing and supplying in standard length ISI mark 6.00 Rmt 1458.44
rigid unplasticised PVC pipes suitable for casing with
ring fit joint including cost of rings as per IS specification
no 4985/1988 including all ocal and central taxes
transportation, freight charges, octroi, inspection
charges, loading unloading, conveynce, to market and
including cost of jointing meterial etc complete for
following dia. & ring fit type pipe. (B) Test pressure
Kg / Cm2 with excise duty. (7) 200.00 mm dia.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[100] Supplying, Fixing, Installation & Testing of approval 1.00 No 28797.12
make electric motor driven submersible pump set
confirming to IS 8034 / 198 / AND motor confirms to IS
9283 / 1979 working at 3-phase 400 / 440 volt, 50 C/S
A.C Supply and 2900 R.P.M for 6" Dia.Bore well. (2)
mt Head, & 10.00 H.P.
[101] PVC insulated flat submersible cable as per detailed 120.00 Rmt 87.87
technical specifications of R/C of GWSSB conforming to
IS 694, IEC 60227 / 60228 (C) 1 R x 3 C x 4.0 mm2
[102] Providing and supplying in standard length ISI mark high 107.00 Rmt 263.61
density polythylene H.D.P.E pipes suitable for potable
water as per ISI specification No. 4984/1995 including
all local and central taxes, transportation, freight
charges, octroi, inspection charges, loading unloading,
conveynce to the departmental stores etc.complete. (a)
10 kg / cm2 (90mm PIPE)
[103] Providing and supplying control panel Board for sub. 1.00 No 9219.28
Pump detailed specification as per GWSSB RIC S.D.Form
[104] Geohydrological ground water investigation including 1.00 No 14428.86
vehicle charges (C) For open well including water sample
testing charges
[105] Construction of granular Sub base by providing GSB 39.90 Cum 1062.29
Grade-V coarse graded material BTMC using aggregate
and stone dusts 4.75 mm and below @ 25% incl.
spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with
rotavator at OMC and compacting with vibratory roller
to achieve the desired density complete as per Clause
401.2 Table
[106] Providing and laying spreading and compacting graded 48.37 Cum 965.19
stone aggregate to wet mix macadam 125 mm thick as
per MORT&H specification including pre mixing the
material with water at OMC in mechanical mix plant,
carriage of mixed material by tippers to site, laying in
uniform layers with paver in sub base/ base course on
well prepared surface and compacting with vibratory
roller to achieve the desire density.
[107] Providing and casting in situ controlled cement concrete 37.20 Cum 4391.23
M-150 mix for well steining including, necessary
shuttring, laying vibrating and curing complete.
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[108] Providing and cast in situ vaccum De-watered 72.00 Cum 6444.93
unireinforced cement concrete of Grade M-25-Trimix
floring for average 25 cm thick wearing coat / C.C.
pavement laid as directed in approved side form work
including vibrating by needle vibrator and leveling with
trimix, surface vibrator, Vaccum De-watering with trimix
vaccum pump, floating and further compaction, and
finished in continous operation including cutting the
concrete with concrete cutting machine for contraction
joints at every 4.00 mtr. and expansion joint at interval of
40 mtr. of size 6 x 12 mm to 12 x 25 mm deep or as
specified/providing stripped/broom finish evenl,
applying debonding strips, bitumen primer, bituminous
sealant, separation membrane and curing etc. complete.
[109] Steel work, welded in built up sections framed work 16.30 Qtl 9725.85
including cutting, hoisting, fixing in position and applying
a priming coat of red lead paint. (D)In trusses and
trussed purlins, upto 25 M. span and 15 M. ovarall
[110] Providing corrugated G.I. sheets roofing fixed with 82.00 Sqm 727.13
galvanized iron "J" or "L" hooksbolts and nuts 8mm
diameter with bitumen and G.I. limpet washers, filled
with white lead complete excluding the cost of purlins
rafters and trusses (1) 0.80mm thick sheet
[111] Providing and fixing pre-cast Rubber Dye inter locking 368.00 Sqmt 686.90
concrete block 60 mm thick with grade of concrete M300
pnumatic compressed by mechanically pressed and as
per approved design Conforming to IS 15658:2006
including 35 mm sand layer for levelling and filling the
joint with sand in proper line and level as per guidlines
of IRC SP 63 : 2018 etc complete
[112] Applying priming coat over new steel and other metal 24.50 Sqm 35.17
surface after over and including preparing the surface by
thoroughly cleaning oil, grease dirt and other foreign
matter and scoured with brushes fine steel wool,
scrapers and sand paper with ready mixed priming paint
brushing red lead
[113] Painting two coats (excluding priming coat) on new steel 44.80 Sqm 87.81
and other metal surface with enamel paint brushing,
interior to give enamel paint brushing, interior to give an
even shade including cleaning the surface of all dirt, dust
and other foreign matter
[114] Dismentling of doors, windows, ventilators etc. (wood or 36.00 Nos. 182.94
steel) shutters including chowkhats architraves,
holdfasts and other attachment etc. complete and
stacking them within all lead and lift (ii) Not Exceeding
Sq.M. in area.
[115] Dismentaling tiled of stone floors laid in mortar 169.00 Sqm 46.77
including stacking of serviceable materials and disposal
of unserviceable materials with all lead and lift
Description of Item
Item Rates
(with brief specification and reference to Quantity Unit Amount
No. In Figure
book of specifications)
[116] Demolition including stacking of serviceable materilas 19.00 Cum 1030.81
and disposal of unserviceable materials with all lead and
lift. (i) R.C.C. work
[117] Demolition of Brick work and stone masonry including 97.00 Cum 536.09
stacking of serviceable materilas and disposal of
unserviceable materials with all lead and lift (ii) In
Cement Mortar.
[118] Dismentling steel work including distempering and 511.00 Kgs. 3.67
stacking the materials with all lead and lift.
[119] Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water 255.00 Rmt 73.02
pipes with fittings and clamps including stacking the
materials with all lead and lift (for any dia, of pipe)
[120] Dismantling santtary fittings like wash basin . W.C. pan 3.00 Nos. 394.51
Indian and European type, flushing tank etc. including
stacking the materials with all lead and lift.
Total Rs.
I/We am/are willing to carry out the work at…...................... % above/below percent (Should be written
in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
Net ________________________________ Net ________________________________
In words _________________________ In words _________________________
1. The Contractor shall exhibit a board with detailed specification and details of work as directed by
the Engineer-In-Charge for which no extra payment shall be made.
2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3. GST and Income tax TDS will be deducted at a source while making payments of bills
4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:
PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C.
items where there is a change as per actual mix design the cost of difference of cement consumption
have been deducted from the rate of original item at the rate of input rate mentioned in all the
5. Credit of Dismantal Material amount of Rs. --- must be recovered from Contractor's R.A Bill.
6. Payment will be given only if the material testing result is satisfactory.Testing of material shall be
done as per statement attached with specification
Signature of Contractor Deputy Executive Engineer Executive Engineer
R & B Sub Division Kheda R & B Division
Kheda Nadiad
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