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Tender Value
₹73.3 L
EMD Value
₹73,400
Closing Date
15 Jun 2026, 6:00 pm
Executive Engineer, panchayat, R & B Division, Surat.
M.H.S.U.Y 2025-26 PROPOSED CONSTRUCTION OF SCHOOL ROOMS (6 Nos.) AT MORA VILLAGE, TA : CHORYASI, DIST.SURAT
310750
03 0F 2026-27
Open
Civil Works - Others
Surat
5 documents required · 5 mandatory
₹2,400
Executive Engineer, panchayat R & B Division, surat
₹73,400
2 Jun 2026
2 Jun 2026
2 Jun 2026
15 Jun 2026
2 Jun 2026
: BILL OF QUANTITIES
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
1 Excavation for foundation upto 1.5 m depth 237.10 CMT. 122.93
including sorting out and stacking of useful
materials and disposing off the excavated stuff upto
50 Meter lead. (A) Loose or soft soil ( I ) 0 To
2 Excavation for foundation upto 1.5 m to 3.0 m depth 204.70 CMT. 136.47
including sorting out and stacking of useful
materials and disposing off the excavated stuff upto
50 Meter lead. (A) Loose or soft soil ( II ) 1.5 To
3 Filling available excavated earth (Including rock in 375.80 CMT. 136.91
trenches plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each
deposited layer by ramming and watering)
4 Providing & filling in plinth with murrum or yellow 75.00 CMT. 301.77
soil or selected soil in layers of 20 cm. Thickness. Incl.
watering, ramming & consolidation etc. complete.
5 Providing and laying cement concrete 1:2:4 (1- 52.00 CMT. 3923.85
Cement : 2- coarse sand : 4- hand Machine crushed
stone aggregates 40 mmnominal size) and curing
complete including cost of formwork in (A) PCC
6 Providing and laying controlled cement concrete 48.00 CMT. 4494.50
M.250 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in foundation, footings base
of column and mass concrete. (A) Footing
7 Providing and laying controlled cement concrete 10.40 CMT. 8226.45
M.250 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Column D)
Column, Pillers, posts and struts , upto Plinth
8 Providing and laying controlled cement concrete 9.30 CMT. 8191.10
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Column D)
Column, Pillers, posts and struts, upto Ground Floor
9 Providing and laying controlled cement concrete 9.30 CMT. 8232.05
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Column D)
Column, Pillers, posts and struts, upto First Floor
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
10 Providing and laying controlled cement concrete 5.10 CMT. 8273.01
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Column D)
Column, Pillers, posts and struts, upto Second Floor
11 Providing and laying controlled cement concrete 16.90 CMT. 6440.77
M.250 and curing complete inculding the cost of
formwork but Excluding the cost of the cost of
reinforcement for reinforced concrete work in
Beams. (E) Beam, upto Plinth
12 Providing and laying controlled cement concrete 15.70 CMT. 6406.43
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Beams,(E)
Beam, Ground Floor
13 Providing and laying controlled cement concrete 15.70 CMT. 6447.38
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Beams,(E)
Beam, First Floor
14 Providing and laying controlled cement concrete 2.30 CMT. 6488.34
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Beams,(E)
Beam, Second Floor
15 Providing and laying controlled cement concrete 26.80 CMT. 6351.89
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Slab,All
Thickness (C) Slab upto Plinth and Ground Floor
16 Providing and laying controlled cement concrete 26.80 CMT. 6392.84
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Slab,All
Thickness (C) Slab upto First Floor
17 Providing and laying controlled cement concrete 2.80 CMT. 6433.80
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Slab,All
Thickness (C) Slab upto Second Floor
18 Providing and laying controlled cement concrete 4.30 CMT. 5951.93
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Stair
Case,All Thickness (C) Staircase Ground Floor
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
19 Providing and laying controlled cement concrete 4.30 CMT. 5992.88
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Stair
Case,All Thickness (C) Staircase First Floor
20 Providing and laying controlled cement concrete 1.20 CMT. 6758.92
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Thickness in Walls
PARDI Ground Floor
21 Providing and laying controlled cement concrete 0.40 CMT. 6799.88
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in All Thickness in Walls
PARDI First Floor
22 Providing and laying controlled cement concrete 4.20 CMT. 5949.91
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in Lintel upto Ground Floor
23 Providing and laying controlled cement concrete 4.10 CMT. 5990.86
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in Lintel. upto First Floor
24 Providing and laying controlled cement concrete 0.30 CMT. 6031.83
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in Lintel. upto Second Floor
25 Providing and laying controlled cement concrete 2.60 CMT. 5738.82
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in Chajja. Upto Ground Floor
26 Providing and laying controlled cement concrete 2.60 CMT. 5779.77
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in Chajja. First Floor
27 Providing and laying controlled cement concrete 0.30 CMT. 5820.73
M.200 and curing complete inculding the cost of
formwork but Excluding the cost of reinforcement for
reinforced concrete work in Chajja. Second Floor
28 Providing and fixing TMT bars Fe-500D steel 27720.00 Kg . 77.77
reinforcement for R.C.C. work including binding,
bending and placing in position complete upto floor
two level ,Ground Floor, First Floor , Second Floor,
Third Floor, Terrace Floor (all floor).
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
29 Brick work using common brunt clay building bricks 14.40 CMT. 4214.32
having crushing strength not less than 35 kg/sqcm. in
foundation and plinth in cement mortar 1:6 (1 cement
:6 fine sand) etc.comp. (B) Conventional Ground
floor upto Plinth
30 Brick work using common brunt clay building bricks 49.30 CMT. 4503.04
having crushing strength not less than 35 kg/sqcm. in
superstructure above plinth level upto floor two level
in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.
(B) Conventional Ground Floor
31 Brick work using common brunt clay building bricks 46.90 CMT. 4545.16
having crushing strength not less than 35 kg/sqcm. in
superstructure above plinth level upto floor two level
in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.
(B) Conventional First Floor
32 Brick work using common brunt clay building bricks 25.20 CMT. 4587.27
having crushing strength not less than 35 kg/sqcm. in
superstructure above plinth level upto floor two level
in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.
(B) Conventional Second Floor
33 Providing 15mm thick cement plaster in single coat on 277.00 SMT. 161.19
Rough (Similar)side of single or Full/half brick walls
for interior plastering upto floor two level and finished
even and smooth in (ii) Cement mortar 1:4 (1-cement
:4-sand) Ground Floor
34 Providing 15mm thick cement plaster in single coat on 271.00 SMT. 185.75
Rough (Similar)side of single or Full/half brick walls
for interior plastering upto floor two level and finished
even and smooth in (ii) Cement mortar 1:4 (1-cement
:4-sand) First Floor
35 Providing 15mm thick cement plaster in single coat on 110.00 SMT. 210.32
Rough (Similar)side of single or Full/half brick walls
for interior plastering upto floor two level and finished
even and smooth in (ii) Cement mortar 1:4 (1-cement
:4-sand) Second Floor
36 Providing & laying10 mm. thick cement plaster in 189.00 SMT. 148.31
single coat on fair side of ceilings for interior
plastering upto floor two level and finishing with
smooth mala plaster.(i) Cement mortar 1:4 (1 cement :
4 sand) Ground Floor
37 Providing & laying10 mm. thick cement plaster in 189.00 SMT. 170.71
single coat on fair side of ceilings for interior
plastering upto floor two level and finishing with
smooth mala plaster.(i) Cement mortar 1:4 (1 cement :
4 sand) First Floor
38 Providing & laying10 mm. thick cement plaster in 18.60 SMT. 193.10
single coat on fair side of ceilings for interior
plastering upto floor two level and finishing with
smooth mala plaster.(i) Cement mortar 1:4 (1 cement :
4 sand) Second Floor
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
39 20mm thick sand faced cement plaster on walls upto 523.00 SMT. 315.68
height 10 metres above ground level 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. Upto Ground Floor to
40 Providing throating or plaster drip and moulding to 82.00 RMT. 44.27
R.C.C. Chhajja.
41 Providing 20 mm deep finished groove in plaster in 82.00 RMT. 35.35
line and level etc. Comp. For all Floor
42 Providing and laying polished Granite Slab 18mm 29.00 SMT. 2128.07
thick in Flooring laid 20mm thick Cement Mortar 1:4
(1-Cement : 4-Coarse Sand) and jointed with Grey
Cement Slurry including full molded round front
edges , rubbing and polishing etc. complete.
43 Providing and laying polished Granite Slab 18mm 138.00 SMT. 2159.38
thick in Risers of steps Dedo, window sill, jembs and
pillars laid 10 mm thick Cement Mortar 1:4 (1-Cement
: 4-Coarse Sand) and jointed with Grey Cement Slurry
including full molded round edges , rubbing an
44 Providing and laying Double Charge Vitrified tiles 8 329.00 SMT. 1322.36
to 10 mm thick , 24'' x 24'' in 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.
45 Providing and laying Double Charge Vitrified tiles 8 144.00 SMT. 1397.02
to 10 mm thick , 24'' 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
46 Providing and fixing flush door both sides laminated 21.00 SMT. 3711.75
andshutter fabricated from 35 mm thick solid core
malemine faced three layered pre laminated flat
pressed wood based exterior grade bonded BWP/BWR
synthetic resin having stamped IS 12823 grade I type
II including three coats of lacquer polishing to
exposed wooden surfaces and Stainless steel
decorative type designs fixtures / fastening 2Nos.
Handles, 2Nos. Aldropes, towerbolt etc.including
I.T.W. triangular batten patti of size
30m.m.x30m.m.etc. as per architectural detailed
drawing and as directed by engineer in charge..
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
47 Providing and fixing window having extruded 49.00 SMT. 1583.95
aluminum 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
mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical
member of size 40mm x 18mm x 1.29 mm @ wt.of
0.456Kg/mt/ with 5 mm thick transparent bronze
colour tinted float glass with powder coated aluminum
fittings and fixtures and transparent silicon sealant
glass fixing to frame as per details etc
48 Providing and fixing M.S. grill of required pattern in 2430.00 Kg. 117.16
any types of frames of windows etc. with M.S. flats at
required spacing and frame alround square or round
headed bolts and nuts or by screws. including applying
a priming coat of red lead paint and two coats of
synthetic enamel paint etc complete (A)Plain grill
49 Applying two coats of Birla (white cement based) or 1055.00 SMT. 40.59
(acrylic lapy- putty) or equivalent & two coats of
primer of approved brand and manufacture on new
wall surface,Ceiling surface to give an even shade
including thoroughly brushing the surface free from
mortar dropping and other foreign matter and sand
papered smooth.
50 Wall painting (two coats) with plastic emulsion paint 1055.00 SMT. 84.36
of approved brand and manufacture on undecorated
wall surface,Ceiling surface to give an even shade
including throughly brushing the surface free from
mortar droppings and other foreign matter and sand
papered smooth.
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
51 Providing & applying single coat of textured at 523.00 SMT. 546.41
external surface at all floor levels with three coats of
weather proof cement exterior paint of approved
standard brands make at outer side of the building on
RCC or Masonary walls. Rate to include for all labour,
materials, staging, scaffolding, cleaing, curing etc.
application of texture after throughly brushing th`e
surface to give an even shade free from mortar
dropping/other foreign matter etc. complete.
application of textures & paints must be as per
company's standard instructions. Texture and colour
selection as per approved by engineer in charge.(It is
recommended to use low voc paints rated by
IGBC),Finishing wall with weather proof exterior
emulsion 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
52 Applying priming coat over new steel and other metel 17.50 SMT. 128.62
surface after and including preparing the surface by
throughly cleaning, oil,grease, dirt and other foreign
matter and scoured with brushes fine steel wood,
scrapers and sand paper with ready mixed priming
paint brushing red lead. and Painting two coats
(excluding priming coat) on new steel and other metal
surface with enamel paint, brushing, interior to give an
even shade including cleaning the surface an even
shade including cleanicn the surface of all dirt, dust
and other foreign matter.
53 Steel work welded in built up sections, framed work 2.97 Quintal 9108.48
including cutting, hoisting, fixing in position and
applying a priming coat of red lead paint :-
(A) In beams and joints channels angles, column, tees,
flats with connecting plates or angle cleats as in
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
54 Providing and laying integral cement based water 189.00 SMT. 880.72
proofing treatment including preparation of surface as
required for treatment of roofs, balconies, terraces etc.
consisting of following operations.
(a) Applying and grouting a slurry coat of neat cement
using 2.75 kg/sqm of cement admixed with proprietary
water proofing compound comforming to IS:2645 over
the R.C.C. slab including cleaning the surface before
(b) Laying cement concrete using broken bricks/brick
bats 25 mm to 100 mm size with 50% of cement
mortar 1:5 (1 Cement : 5 Coarse sand) admixed with
proprietary water proofing compound conforming to
,brick bats is finally covered by jointless cement
plaster 20mm th. in C.M. 1:4 added with special water
proofing compound confirming to IS:2645 & top
smooth finished with trowel with false chequered
marking of 300 mm.size.The treatment is carried along
the vertical surface of the parapet & other adjoining
wall up to height of about 300 mm in a shape of
quarter round vata Incl. curing etc. Comp. With
average thickness of 120 mm and minimum thickness
at khurra as 65 mm.
'(c) The whole terrace so finished shall be flooded
with water for a minimum period of two weeks for
55 curing andand
Providing for final
layingtest. All above
broken chine operations to be for
mosaic flooring SMT. 779.69
terrace using 12 mm to 20 mm broken pieces of glazed
tiles to be laid over cement mortar 1:3 to plain or slope
and to be tempered to bring mortar creme out upto
surface using white cement including rounding off
junctions and extending them upto 15 cm along the
wall,clearing with water and oxalic acid etc. as
56 Providing, laying and jointing in true line and level 22.00 RMT. 878.56
110 diametre U.P.V.C (Type B) conforming to IS
13592-1992 with one end plain and other end socketed
with rubber ring, & fittings 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 diametre x 149 mm length x
145 mm heigh 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.
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
57 Point wiring for Light / Bell with 2-1.5 sq.mm & 48.00 Pt. 485.81
earth wire of 1.5 sq.mm (Green) both are of ISI
marked 1.1 KV grade FRLS PVC insulated multi
strand copper wires up to 10 mtr length , in below type
of pipe erected with 6A Modular type switch / bell
push & accessories and earth continuity of following
type, erected on PVC / Metallic/Wooden box, single
mounting base frame covered with textured/ metallic/
white front plate modules erected on / in wall / ceiling
as per pipe erected, with necessary Lamp holder/
ceiling rose / H.D.Connector as directed. (f) with
medium class Rigid PVC pipe and accessories erected
concealed in wall/ceiling complete Cat. III
58 Point wiring for FAN with 2-1.5 sq.mm & earth wire 24.00 Pt. 674.68
of 1.5 sq.mm (Green) both are of .ISI marked 1.1 KV
Grade FRLS PVC insulated multi strand copper wires
up to 10 mtr length, in below type of pipe erected
with 6A Modular type switch and hum free EME step
type electronic fan regulator mounted and accessories
with earth continuity of following type erected on
PVC / Metallic/ Wooden box, single mounting base
frame covered with textured/metallic/white front plate
modules erected on / in wall / ceiling as per pipe
erected. with necessary ceiling rose / H.D.Connector
as directed. (f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ceiling complete
59 Point wiring for on board Looped Plug with 6A 13.00 Pt. 257.55
Modular type switch & 5 pin socket erected on PVC/
Metallic/ Wooden box, single mounting base frame
covered with textured / metallic/ white front plate
modules erected on/ in wall/ ceiling with following
type accessories Cat. III
60-a Providing following type of Modular Type 13.00 Nos 151.50
Accessories mounted with PVC / metallic/Wooden
box, single mounting base frame covered with
textured / metallic/white front plate , modules erected
with necessary connections as per site situation
directed by Engineer In charge. (1)One No. SP 6 Amp.
60-b (2) One No 5 pin plug Cat.III 13.00 Nos 151.50
60-c (3) Two Pin/RJ-11 Telephone Socket [A] For One 6.00 Nos 160.59
60-d (8) Computer RJ-45 socket Cat.III 12.00 Nos 160.59
60-e (9) 16 Amp. SP one way switch Cat.III 13.00 Nos 180.79
60-f (10) 6/16Amp. Universal socket Cat.III 13.00 Nos 199.98
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
61 Providing and erecting ISI mark Medium class RIGID 375.00 Mtr. 24.24
PVC PIPES of following size complete to be erected
on/in wall or ceiling erected with necessary PVC
fittings & Junction boxes fixed with adhesive solution
& Clamps with following dia of pipes, in approved
manner as directed (a)20 mm
62 Providing and erecting Mains with 1.1 KV grade 360.00 Mtr. 82.82
FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be erected
concealed in /flushed on wall/ceiling, with 1.5 sq. mm
copper conductor FRLS PVC insulated stranded wire
of green colour for earth continuity of following size
(A) With medium class Rigid PVC pipe and
accessories (b) 2 wire 2.5 sq. mm
63-a Providing and erecting Mains with 1.1 KV grade 360.00 Mtr. 112.11
FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be erected
in / on wall / ceiling with 2.5 sq. mm copper conductor
FRLS PVC insulated stranded wire of green colour for
earth continuity of following size (A) with medium
class Rigid PVC pipe and accessories (a) 2 wire 4 sq.
63-b (b) 2 wire 6 sq. mm 60.00 Mtr. 147.46
64-a Providing and erecting Mains with ISI marked, 1.5KV 9.00 Mtr. 56.56
grade electrolyte multi stranded, annealed copper
conductor with heat resistant PVC insulated conforms
to IS 694, IEC - 227 erected in existing pipe of
following size (Specifically for control panel, relays,
power switchgears, motor starters & control wiring)
with required size of copper lugs, nuts and bolts if
required. (e) One wire 6.00 sq. mm
64-b (f) One wire 10.00 sq. mm 12.00 Mtr. 91.91
65 Supplying & erecting approved make Telephone Cable 120.00 Mtr. 20.20
electrolytic copper conductor PE insulation twisted in
two pairs, & wrapped with FRLS PVC tape &
sheathed with FRLS PVC or HFFR outer Jacket
suitable for telephone wiring & confirming to C-DOT
erected in existing pipe. of following size of
conductors & nos.of pairs. With necessary
connections. [A] Conductor Size 0.5 mm (a)
Unarmoured (2) Two Pairs
66 Supplying & erecting approved make LAN cable of 240.00 Mtr. 47.47
following size in existing pipe as per direction [C]
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
67 Providing & erecting Switch board for Computer or 12.00 Nos. 1133.22
electric apparatus consisting of following modular
type accessories mounted with PVC/ Metallic
concealed/ open box with single mounting base frame
covered with textured/ metallic/ white front
plate,modules erected with necessary connections as
1 no. 6A/16A universal plug-switch combined.
3 nos. 6A Switch
3 nos. 6A 5 pin Plug
For Modular Type Accessories
68 Supplying and erecting LED indoor fittings with LEDs 48.00 Nos. 373.70
of wattage 0.2 Watt to 0.5 Watt assembled on single
MCPCB, with housing used as a heat sink shall be
made of thick sheet Steel conforming to IS: 513/
CRCA/ aluminium die cast powder coated and high
U.V. & corrosion resistance with diffuser with
company mark/name 160V to 270V, Power Factor
more than 0.95, THD < 15%, CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/ watt, LED driver
efficiency > 85 % (fitting required LM-79 & LM-80
Certificates) (NOTE: Below description have shown
ranges of Wattage capacity of LED fittings.The
Engineer incharge may select any wattage capacity
between the ranges shown.) (A) Tube Light with
integral driver (iv) 22-24 Watts, Surge - 2KV,IP-20,
conventional 4 feet Cat.III
69 Supplying and erecting LED street light / Flood light 4.00 Nos. 3345.12
fittings with High power White LEDs wattage of
Watt and above assembled on single MCPCB,
efficiency more than 130 lm/w and corrosion free
High pressure die cast aluminum housing with smooth
finish powder coated and heat sink extruded
aluminium with diffuser and Polycarbonate optics/
lenses, with toughened glass with company
mark/name engraved or embossed 160 to 270 V,Power
Factor more than 0.95, THD < 10 %, CCT 3000 K to
5700K,Uniformity ratio >0.45, Luminaire efficacy>
100 lumens/watt . LED driver efficiency > 85 %.
(fittings required LM-79 & LM-80 certificates)
(NOTE: Below description have shown ranges of
Wattage capacity of LED fittings.The Engineer
incharge may select any wattage capacity between the
ranges shown.) (A) Street Light (IP-65), Surge
protection -4KV integral and ,Light must have
440VAC line supply with over-voltage protection. (i)
above 36 to 48 watts Cat.III
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
70 Providing and erecting Approved make Four pole 1.00 Nos. 6173.12
moulded case circuit breaker having breaking capacity
ICU of 25 KA. at 415 V,having normal current rating
up to 25 A to 100A. with Fixed thermal & magnetic
release suitable to work on A.C. supply 50 c/s. with all
internal connections, spreader tinned copper &
complete erected in existing 16 G.M.S. housing.
ICS=100% of ICU only Cat III
71 Supplying and erecting triple pole & neutral 440V / 0.50 Rmt. 1961.42
500V panel mounting Copper Busbars with four equal
Nos. of electrolyte bus having current density not
more than 1.6 Amp. / sq.mm (Rated current / cross
section area) duly wrapped with colour insulating tape
for phase sequence of following current carrying
capacity, erected with necessary bus bar supports
/insulators, main cable socket to each bar, erected in
existing cubical panel with necessary connections.
(A) Suitable for 100 Amp. Capacity
72 Providing and erecting Miniature circuit breaker single 4.00 Nos. 270.68
pole 0.5A to 2A system and having breaking capacity
10 KA to be erected in existing box. confirming to IS
8828/1996 with ISI Mark Cat.III
73 Providing and erecting Miniature circuit breaker single 24.00 Nos. 112.11
pole 6A to 25A suitable to operate on 240 V A.C.
system and having breaking capacity 10 KA to be
erected in existing box. confirming to IS 8828/1996
with ISI Mark Cat.III
74 Providing & erecting 240 V MCB double pole switch 5.00 Nos. 330.27
for motor & inductive load (C Curve) having 10 KA
breaking capacity & confirms to IS : 8828 in existing
box having following capacity (B) 40 Amp. Cat.III
75 Providing & erecting 415 V MCB Four Pole for 3.00 Nos. 668.62
Motor & Inductive Load (C Curve) having 10KA
breaking capacity & confirms to IS :8828 in existing
box having following capacity (b)40 Amp. Cat.III
76 Providing and erecting Sheet Steel powder coated 2.00 Nos. 1680.64
MCB distribution board - flush / surface mounted
fitted with busbar, neutral link, earth bar and DIN rail,
Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without
MCB to house appropriate nos. of MCBs.(The DBs
should be used of same company of MCB to be used)
suitable for (A) single phase incoming and horizontal
single phase outgoing (b) sheet steel double door (IP-
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
77 Providing and erecting Approved make RCCBs 2.00 Nos. 2235.13
conforming to IS: 12640 and having sensitivity of
mA and Short Circuit withstand capacity of 10 KA
and suitable for operation on single phase
V,50Hz. having characteristic of quick action &
tripping with all advance feature & do not incorporate
any electronic component. for following Max. rating
erected as directed (ii) 40Amps. DP Cat. III
78 Providing and erecting Annealed bare Copper wire 8 5.00 Kg. 794.87
79 Providing and erecting Pipe type earthing having 150 3.00 Nos. 368.65
cms.long and 2.5 cms. dia. galvanised iron pipe with
coupling and buch buried in specially prepared earth
pit complete with necessary 8 SWG earth wire.
80 For using salt and charcoal / coke as required for pipe 3.00 Nos. 171.70
81 Supplying & erecting earth pit of minimum bore 1.00 Nos. 4591.46
dia.150mm size approved make Earthing Electrode
consisting Pipe-in-Pipe Technology as per IS 3043-
1987 made of corrosion free hot dipped G.I.Pipes
having Outer pipe dia of 50mm having 80-200
Micron galvanising, Inner pipe dia of 25 mm having
200-250 Micron galvanising, connection terminal dia
of 12mm with constant ohmic value surrounded by
highly conductive compound with high charge
dissipation suitable for following type of applications
with chamber and heavy duty cover. (A)(approved
make OEM has to submit test certificate including
value of earth resistance of installation duly stamped
and signed by agency and officer Incharge has to
ensure the value of earthing resistane mentioned in test
Certificate) & having back filling compound of (B)
Inner chemical (CCM Compound)- Resistivity:-
ohm / meter testing as per IEC 62561-2017, Voltage
drop:- < 1 volt at no load & dry form, Sulphar content:-
<2%(C) Back fill Compound :- Earthing compound
should be capable to retain moisture for long time
Necessary test report must be submitted by Agency.
(a) For Electrical Installation up to 440V in normal soil
Length of pipe - 1 Mtr
Back filling compound - 1 Nos Bag of 15 Kg.
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
82 Providing & erecting weather proof, dust & vermin 1.00 Smt. 10468.65
proof, floor mounted front operated indoor type
cubical panel board necessary IP-42 and above
protection as per approval from engineer incharge
made from 14 SWG thick CRC M.S. sheet for outer
body & doors, 16 SWG thick CRC M.S.sheet for
internal partitions with necessary accesories,
supporting angles/ flats channel including cutting,
bending, drilling, welding, riveting with internal
partitions & cable alley as per requirements &
instruction of engineer-in-charge with erection of
supplied switch gears, BUSBARS, suitable size of
inter connecting PVC copper wire / copper-aluminium
strips, rubber grommets, rib, bakelite control
fuses/MCB for measuring instruments, earth bus &
earth bolts, foundation flange - bolts-base Plates,
sufficient nos. of hinged doors, handles with locking
arrangement and rubber gasket,heavy duty end
terminal connection,danger notice board, necessary
ventilation, earthing strip complete. The Panel shall be
painted with epoxy powder coating. (The rates
excludes the cost of switchgears, bus bars, inter
connecting mains & Copper Aluminium strips,
meters, Fuses etc. The dimension shall be measured
excluding base beams) The panel shall be supplied
with following approved manufacturers with following
83 size. (A) locally
Providing fabricatedXLPE
and erecting panel board (i) with
(IS:7098) 350ISI
armoured cable Aluminium conductor for 1.1 KV. to
be laid on wall with necessary clamps or in existing
trench /pipe of following size of cables. (B) 2 core
84 Providing and erecting XLPE (IS:7098) (I)-88 ISI 50.00 Mtr. 220.18
armoured cable multistrand Aluminium conductor for
1.1 KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables (B)
3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)
85 Making trench in soft soil of suitable width of 90 cm 20.00 Mtr. 55.55
deep for laying cable or locating the fault all over the
run and back filling the same and making the surface
as normal ground.
86 Providing & laying approved make Double walled 20.00 Mtr. 62.62
corrugated pipes (DWC) of polyethylene (conforming
to IS 14930 II) with necessary connecting accessories
of same material at required depth in existing trench
for laying of cable. below ground / road surface for
enclosing cable (A)50 mm outer dia
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
87 Providing and, fixing heavy duty flange type brass 8.00 Nos. 38.38
cable gland with rubber ring for PVC insulated
armoured cable complete with out going tails,
insulating tape etc for following size of cables. (B)
to 4 core 6 Sq. mm
88 Providing and, fixing heavy duty flange type brass 2.00 Nos. 75.75
double compression type cable gland with rubber
ring for PVC insulated armoured cable complete with
out going tails, insulating tape etc for following size of
cables. (B) 3 & 1/2 core 35/50 Sq. mm
89-a Solder less crimping type Aluminium lugs conforming 32.00 Nos. 6.06
to IS suitable for cable of following size evenly
crimped with high pressure tool & connected to
switchgear terminals with brass/ cadmium plated nut
bolts in an approved manner. (A) 1.5/ 2.5/4/6 Sq.mm
90 Providing and erecting Approved make Ceiling fan 24.00 Nos. 1596.81
with double ball bearing ISI mark with condenser
A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy
erected on existing hook or clamp with earthing.
[Make shall be approved by Engineer in charge]
91 Supplying and erecting 19 / 20 mm. nominal bore 24.00 Mtr. 108.07
Medium Class M.S. Pipe down rod erected duly
painted for fan complete with proper insulation
without leakage and earthing.
92 Supplying & erecting fan hook box of 10 mm M.S. 24.00 Nos. 108.07
round bar bounded to the RCC bars up to 50mm
length each side and pierced through a 16 Gauge M.S.
box / Heavy Duty PVC box complete erected
concealed in Ceiling with necessary finishing.
93 Supplying & erecting approved make SMC press 4.00 Nos. 476.72
moulded composite FRP. loop-in, loop-out approx.
2mm thick box complete with Bakelite connector strip
5way(3P+N+E),DIN rail for mounting mob & hinged
doors as per requirement having locking arrangements
with mounting clamp with nuts, bolts & washers
suitable for erection on pole with cable clamps& earth
bolt of following size of box. (C)150mm x 125mm x
Item Description of Item (With brif Specification And Rate in
Quantity Unit Amount
No. Reference to Book of Specifications) Figures
94 Supplying & erecting carbon dioxide (CO2) fire 2.00 Nos. 8671.86
extinguisher user of following capacity with necessary
clamps made from 50 x 6 mm M.S. Flat with nut &
bolts grouted in wall complete. [B] For 5.5 / 6.5 KG
Rs. Seventy Three Lakh Thirty One Thousand Three Hundred Fourty Seven & Paise Eighty Three
I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be
Estimated Amount Put to tender. 73,31,347.83 Estimated Amount Put to tender.
Deduct…........ % Below Deduct…........ % Below
In Words In Words
(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-
(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 tender.
Signature of Bidder
Deputy Executive Engineer Divisional Accountant
Panchayat ( R&B) Sub Division Panchayat ( R&B) Division
Executive Engineer
Panchayat ( R&B) Division
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3.Cement Standards -11-05-17 GR 2 Side.pdf
4.Tender Negotiation.pdf
5.Laboratory GR.pdf
Cement consumption gr.pdf
GST GR 1.pdf
5.GR.pdf
4.0 tender booklet.pdf
GR.pdf
GRs - SBD with Index_11zon (3).pdf
6SBD GR.pdf
CamScanner 04-09-2025 15.03.58.pdf
DMO_2876_01-May-2025_273.pdf
SBD For VC AND SC.pdf
1.0 NIT Mora School.pdf
2.0 Special condion Electric (1).pdf
2.0 SBD Mora School.pdf
3.0 Specification Mora School.pdf
3.0 NOMINATED ELECTRICAL SUB CONTRACTORS (1).pdf
BOQ MORA School.pdf
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