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Tender Value
₹2.5 L
EMD Value
₹2,500
Closing Date
14 Jul 2026, 6:00 pm6d left
Dy. Executive Engineer, R & B Sub Division, Harij
Construction of Toilet Block at Court Building At-Harij, Ta-Harij, Dist- Patan
321318
03 of 2026-27 (2nd Attempt)
Open
Civil Works - Buildings
Patan
6 documents required · 6 mandatory
₹600
Dy. Executive Engineer, R and B Sub Division, Harij
₹2,500
7 Jul 2026
7 Jul 2026
7 Jul 2026
14 Jul 2026
7 Jul 2026
NAME OF WORK:-Construction of Toilet Block at Court Building At-Harij, Ta-Harij, Dist-
BILL OF QUANTITY
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
1 9.00 Excavation for foundation upto 1.5 m 128.79 Rupees One Cu.mt.
depth including sorting out and Hundred
stacking of useful materials and Twenty Eight
disposing off the excavated stuff upto 50 And Paise
Meter lead.(A) Loose or soft soil Seventy Nine
2 1.00 Providing and laying cement concrete 2660.31 Rupees Two Cu.mt.
1:4:8 (1- Cement : 4- coarse sand : 8- Thousand Six
hand broken stone aggregates 40 mm Hundred Sixty
nominal size) and curing complete And Paise
excluding cost of formwork in (A) Thirty One Only
Foundation and Plinth
3 5.00 Brick work using common burnt clay 3708.98 Rupees Three Cu.mt.
building bricks having crushing strength Thousand
not less than 35 kg./Sq.Cm. in Seven Hundred
foundation and plinth in Cement Mortar Eight And Paise
1:6 (1- Cement : 6 -fine sand)(B) Ninety Eight
4 4.00 Filling available excavated earth 137.47 Rupees One Cu.mt.
(excluding rock) in trenches. plinth, Hundred Thirty
sides of foundations etc. in layers not Seven And
exceeding 20 cm. in depth consolidating Paise Forty
each disposited layer by ramming and Seven Only
5 1.66 Filling in plinth with sand under floors 429.24 Rupees Four Cu.mt.
including watering ramming, Hundred
consolidating and dressing complete Twenty Nine
6 1.00 Providing and laying cement concrete 3909.60 Rupees Three Cu.mt.
1:3:6 (1- Cement : 3- Coarse sand : 6- Thousand Nine
crushed stone aggregates 20 mm Hundred Nine
nominal size) and curing complete And Paise Sixty
including cost of formwork in (A) Wall Only
7 2.00 Providing and laying cement concrete 3575.49 Rupees Three Cu.mt.
1:2:4 (1- Cement : 2- Coarse sand : 4- Thousand Five
graded stone aggregates 20 mm Hundred
nominal size) and curing complete Seventy Five
excluding cost of formwork in (A) And Paise Forty
Foundation and Plinth
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
8 7.00 Brick work using common Brunt clay 4004.12 Rupees Four Cu.mt.
building bricks having crushing strength Thousand Four
not less than 35 Kg./Sq.cm.. In super And Paise
structure above plinth level upto floor Twelve Only
two level in cement mortar 1:6 (1cement
: 6 fine sand) (b) Conventional
9 2.00 Providing and laying cement concrete 3960.12 Rupees Three Cu.mt.
work 1:2:4 (1- Cement : 2- Coarse sand : Thousand Nine
4- graded stone aggregates 20 mm Hundred Sixty
nominal size) and curing complete And Paise
excluding cost of formwork and Twelve Only
reinforcement for reinforced concrete
work in (B) Slabs, landing, shelves,
Balconis , Lintels, Beams, Girders and
Cantilever upto floor two level.
10 9.00 Providing 10 mm. Thick cement plaster 141.92 Rupees One Sq.mt.
in single coat for plastering on ceiling Hundred Forty
and soffits of stairs upto floor two level One And Paise
and finished even and smooth in : (I) Ninety Two
Cement mortar 1:3 (1 cement : 3 sand) Only
11 380.00 Providing TMT Bar FE 500D 77.29 Rupees Kg.
reinforcement for R.C.C. work including Seventy Seven
bending, binding and placing in position And Paise
complete upto floor two level Twenty Nine
12 43.00 20 mm. thick sand faced cement plaster 330.72 Rupees Three Sq.mt.
on wall up to height 10 Meters above Hundred Thirty
ground level consisting of 12mm thick And Paise
backing coat of C.M. 1 : 3 (1 cement : 3 Seventy Two
sand) and 8 mm thick finishing coat of Only
C.M. 1 : 1 (1 cement : 1 sand) etc.
13 44.00 Wall painting (two coats) with plastic 88.39 Rupees Eighty Sq.mt.
emulsion paint of approved brand and Eight And Paise
manufacture on undecorated wall Thirty Nine
surface to give an even shade including Only
throughly brushing the surface free from
mortar droppings and other foreign
matter and sand papered smooth.
14 43.00 Finishing wall with weather proof exterior 122.14 Rupees One Sq.mt.
emulsion paint on wall surface (two Hundred
coats) to give an required shape even Twenty Two
shade after thoroughly brushing the And Paise
surface to remove all dirt, and remains of Fourteen Only
loose powdered materials.etc complete
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
15 4.20 Provoding and fixing flush door shutters, 1829.74 Rupees One Sq.mt.
solid core construction with frame of first Thousand Eight
class hardwood with cross board and Hundred
face veneer or plywood face panels, Twenty Nine
including anodised alluminium butt And Paise
hinges with necessary screws. (B) Non-
decorative type and block board core
anodised alluminium butt hinges in flush
door shutters (2) 35 mm thick.
16 0.54 Providing and fixing standared extruded 1175.56 Rupees One Sq.mt.
of alluminium section of size 63mm x Thousand One
38.10mm x 1.2mm @ Wt. 0.643 Kg/mt Hundred
with colour anodized alluminium frame Seventy Five
for ventilation with 5 mm thick frosted And Paise Fifty
glass as details etc complete for
17 2.00 Providing and fixing washbasin with 1657.09 Rupees One Nos.
single hole for pillar tape with C.I. or Thousand Six
M.S. brackets painted white including Hundred Fifty
cutting holes and making good thesame Seven And
but excluding fittings. (A) vitreous china : Paise Nine Only
II. Flat back washbasin 550 mm x
mm size (I) IN white colour
18 1.00 Providing and fixing urinal of approved 1074.86 Rupees One Nos.
quality connecting the urinal with waste Thousand
pipe, trap etc. complete. (A) White Seventy Four
earthen ware flat back or corner type And Paise
size 430mm x 260mm x 350 mm Eighty Six Only
19 2.00 Providing and fixing S.W. Gully trap with 1246.92 Rupees One Nos.
C.I. Grating brick masonary chamber Thousand Two
and water tight C.I. Cover with frame of Hundred Forty
300 mm. X 300 size (inside) with Six And Paise
standard weight (I) Square mouth traps Ninety Two
(C) 150 mm. X 100 mm size p or R type
20 2.00 Providing and fixing PVC SWR Nahni 614.19 Rupees Six Nos.
trap IS 14735 for drain - 100 mm Hundred
diameter with jali of the following nominal Fourteen And
diameter of self cleansing design with Paise Nineteen
C.I scread down or hinged grating Only
including the cost of cutting and making
good the walls.
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
21 1.00 Constructing brick masonary chamber 2932.93 Rupees Two Nos.
for under ground C.I. Inspection Thousand Nine
chamber and bends with bricks having Hundred Thirty
crushing strength not less than 35 Two And Paise
Kg/cm2 in cm. 1:5 C.I. Cover with frame Ninety Three
(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 :
2 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
22 pipe line. laying and jointing in true line
Providing 0.00 Rupees Nil
and level U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings make
PRINCE / SUPREME / ASTRAL /
FINOLEX or equivalent as approved by
Engineer In Charge. Pipe shall be fixed
on the wall with the help of clamp at
every two metre C/C or shall be
concelled as directed including
necessary fittings etc. including testing
of pipe and joints and fixing the same
with adhesive solvent, including cost of
10.00 (A) 15mm Dia 72.65 Rupees Rmt.
And Paise Sixty
10.00 (B) 25mm Dia 91.84 Rupees Ninety Rmt.
15.00 (D) 40mm dia 148.12 Rupees One Rmt.
Eight And Paise
15.00 (E) 50mm dia 195.67 Rupees One Rmt.
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
23 44.00 Providing and laying white glazed tiles 1127.48 Rupees One Sq.mt.
6mm thick in skrting risers of steps and Thousand One
dedo on 10mm thick cement plaster 1:3 Hundred
(1-cement : 3-coarse sand) and jointed Twenty Seven
with white cement slurry And Paise Forty
24 8.38 Providing and laying white glazed tiles 964.48 Rupees Nine Sq.mt.
6mm thick in flooring treads of steps and Hundred Sixty
landing laid on a bed of 12mm thick Four And Paise
cement mortar 1:3 (1-cement : 3-coarse Forty Eight
sand ) finishing with flush pointing in Only
25 3.00 Providing and fixing Screw down Quarter 186.83 Rupees One Nos.
turn bib taps of following size (A) Brass Hundred Eighty
chromium plated screw down Bib tap (I) Six And Paise
15 mm dia {Plumber, Mark, Esco Eighty Three
equivalent brand} Only
26 1.00 Providing and fixing CP brass Quarter 354.69 Rupees Three Nos.
turn pillar tap, capstan head screw down Hundred Fifty
high pressure with screw, shanks and Four And Paise
back ndts (A) 15 mm dia {Jaquar, Sixty Nine Only
Plumber, Mark Long pipe}
27 2.00 Providing and fixing chromium plated 263.77 Rupees Two Nos.
brass half trun flush cock of approved Hundred Sixty
quality including fixing in pipe line etc. Three And
complete.(i) 25mm dia. Paise Seventy
28 2.00 Providing and fixing CP brass stop cock 205.83 Rupees Two Nos.
of approved quality 15 mm size with Hundred Five
adjestable wall flange . And Paise
29 5.00 Half brick masonry in common brunt clay 636.22 Rupees Six Sq.mt.
building bricks having crushing strength Hundred Thirty
not less than 35 Kg/Sq.Cm. in Cement Six And Paise
mortar 1:3 ( 1-Cement : 3-coarse sand ) Twenty Two
with 2 Nos of 6mm Mild steel round bars Only
after every three course embedded in
Cement Mortar in foundation and plinth
(B) Conventional
30 500.00 Providing erecting and fixing double 3.95 Rupees Three Liter
coated Syntex PVC. (ISI) water tank of And Paise
required capacity each with all Ninety Five
necessary fittings and connection etc. Only
complete on terrace.
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
31 10.22 Providing and laying broken chine 779.70 Rupees Seven Sq.mt.
mosaic flooring for terrace using 12 Hundred
mm to 20 mm broken pieces of glazed Seventy Nine
tiles to be laid over cement mortar 1:3 to And Paise
plain or slope and to be tempered to Seventy Only
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 directed.
32 6.00 Providing and laying Machine cut, Free 1695.79 Rupees One Sq.mt.
edges, Machine polished Telephone Thousand Six
Black Madras Granite stone slab 18 mm Hundred Ninety
(Average) thick {Single piece not more Five And Paise
than 150 cm } for stair steps and riser as Seventy Nine
per design incl. full moulded round front
edge & 1 cm nosing & necessary groove
on trade of steps laid on 20 mm thick
cement mortar 1:6 (1 -cement : 6 coarse
sand ) jointed with grey cement slurry
including rubbing and polishing etc.
33 1.00 Providing and fixing 600 mm x 450 mm 859.41 Rupees Eight Nos.
bevelled edge mirror of superior glass Hundred Fifty
mounted on 6 mm thick A.C sheet or Nine And Paise
plywood sheet or PVC framing and fixed Forty One Only
to wooden plugs with C.P brass screw
34 1.00 Providing and fixing water closet 1034.15 Rupees One Nos.
squatting Pan (Indian type W.C. Pan) Thousand
size 580mm (Earthwork, bed concrete, Thirty Four And
foot reste and trap to be measured and Paise Fifteen
paid for separately) (A) Vitreous Only
China.(I) Long pattern = White colour
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
35 1.00 Pro. & Fix. wash down water closet 3354.21 Rupees Three Nos.
(European w. c .pan) with integral "P" or Thousand
"S" trap and PVC flushing cistern with a Three Hundred
pair of C.L.I. Or Mild steel Brackets, Fifty Four And
complete with fittings such as lead valve Paise Twenty
siphon, 15 mm. Nominal size brass ball
valve with polythene float, C.P. Brass
handle unions and couplings for
connections with inlet, outlet and over
flow pipes, 40 mm. dia. flush bend
including cutting holes in walls and
making good the same connecting the
flush bend with cistern and closet etc
comp incl plastic sheet cover, Jet spray
heavy duty with S.S. Braided hose
cm long including jointing trap with pipe
in cm 1:1 (a ) Vitreous china in white or
color {Hindustan, Cera, Parryware or
36 10.00 Providing and laying (to level or slopes) 317.35 Rupees Three Rmt.
and jointing with stiff mixture of Cement Hundred
Mortar in proportion 1:1 Selt glazed Seventeen And
stoneware pipes including testing of Paise Thirty
pipes and joints complete.(B) 150mm Five Only
37 1.00 SIGNAGES ON DOOR :Providing and 1010.00 Rupees One Nos.
fixing 304 grade stainless steel 1.5mm Thousand Ten
thick brushed steel finish plate fixed on a Only
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
38 35.00 Providing 15mm thick cement plaster in 188.98 Rupees One Sq.mt.
single coat on Rough (Similar)side of Hundred Eighty
single or half brick walls for interior Eight And Paise
plastering upto floor two level and Ninety Eight
finished even and smooth in (i) Cement Only
mortar 1:3 (1-cement:3-sand)
I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and
words ) of the tender rates mentined above Amount of my / our tender works out as under.
Tender amount Rs…………………. Tender amount Rs………………….
Add…….% above Rs…………………. Less…….% below Rs………………….
Quantities Rate Total amount
Quantities Rate Total amount
It Rs. In In Words according to
but may Item of Work Unit
No. Figures. estimated
Net in words Rs……………….... Net in words Rs………………....
Signature of Contractors
Dy.Executive Engineer
R & B Sub Division
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details.html
RAW_HTML
1.SBD Book_Court Bldg.pdf
2.Testing of Materials (2).pdf
3. Notes (2).pdf
4. Index Specifications (1).pdf
5. BOQ (4).pdf
6. Clause - 1600 steel (2).pdf
7. SPECIFICATIONS OF QC (2).pdf
8. Specification-.pdf
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