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Tender Value
₹40.6 L
EMD Value
₹40,650
Closing Date
20 Jun 2026, 6:00 pm
Chief Engineer, Gujarat Pavitra yatradham vikas Board, Dr.Jivaraj Mehta bhavan, Block- 2,1st floor, Old Sachivalay, Gandhinagar
Development of Shree Khokhra Hanuman Temple, bharatnagar-bela road, at.Bela, dist. Morbi(2nd attempt)
311480
09/2026-27
Open
Civil - All
Gandhinagar
3 documents required · 2 mandatory · 1 optional
₹1,500
Secretary, Gujarat Pavitra Yatradham Vikas Board
₹40,650
5 Jun 2026
5 Jun 2026
5 Jun 2026
20 Jun 2026
5 Jun 2026
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Excavation for foundation upto 1.5 m depth including Rupees One
sorting out and stacking of useful materials and Hundred Fifty Seven
disposing off the excavated stuff upto 50 Meter lead. And Paise Thirty
(B) Dense or Hard soil Three Only
Excavation for foundation for depth from 1.5 m to 3.0 Rupees One
m including sorting out and stacking of useful Hundred Seventy
materials and disposing off the excavated stuff upto 50 And Paise Sixty Nine
Meter lead. (B) Dense or Hard soil Only
Filling available excavated earth (excluding hard rock) Rupees One
in trenches. plinth, sides of foundations etc. in layers Hundred Thirty Six
not exceeding 20 cm. in depth consolidating each And Paise Ninety
disposited layer by ramming and watering. Two Only
Rupees Three
Filling in foundation and plinth with murrum or
Hundred One And
Paise Seventy Eight
watering, ramming and consolidating etc. complete.
Rupees Three
Providing and laying cement concrete 1:3:6 (1-
Thousand Two
Cement : 3- Coarse sand : 6- graded stone aggregates
5 108.00 Cumt. 3,251.19 Hundred Fifty One
20 mm nominal size) and curing complete including
And Paise Nineteen
cost of formwork in (A) Foundation and Plinth
Rupees Four
Providing, laying controlled cement concrete M
Thousand Three
and curing complete including the cost of form work
6 7.00 Cmt. 4,315.73 Hundred Fifteen
but excluding reinforcement for reinforced concrete
And Paise Seventy
work in: Up to Plinth Level. (A) Footing
Three Only
Providing, laying controlled cement concrete M 200 Rupees Seven
and curing complete including the cost of form work Thousand One And
but excluding reinforcement for reinforced concrete Paise Thirty Two
work in: Up to Plinth Level.(B) Plinth beam Only
Rupees Four
Providing and laying controlled cement concrete M-
Thousand Seven
200 and curing complete including the cost of form
8 10.00 Cmt. 4,788.41 Hundred Eighty
work but excluding reinforcement for reinforced
Eight And Paise
concrete work in: (B) Grade Slab
Forty One Only
Providing, laying controlled cement concrete M 200 Rupees Seven
and curing complete including the cost of form work Thousand One
but excluding reinforcement for reinforced concrete Hundred Six And
work in: Up to Plinth Level.(C) Column All floor Paise Thirty Six Only
Rupees Six
Providing and laying controlled cement concrete M-
Thousand Three
200 and curing complete including the cost of form
10 2.00 Cmt. 6,348.86 Hundred Forty Eight
work but excluding reinforcement for reinforced
And Paise Eighty Six
concrete work in: (A) Lintel All Floor
Rupees Six
Providing and laying controlled cement concrete M-
Thousand One
200 and curing complete including the cost of form
11 5.00 Cmt. 6,178.17 Hundred Seventy
work but excluding reinforcement for reinforced
Eight And Paise
concrete work in: (B) Floor beam All Floor
Seventeen Only
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Rupees Six
Providing and laying controlled cement concrete M-
Thousand One
200 and curing complete including the cost of form
12 2.00 Cmt. 6,148.88 Hundred Forty Eight
work but excluding reinforcement for reinforced
And Paise Eighty
concrete work in: (C) Whether shade All Floor.
Eight Only
Providing, laying controlled cement concrete M
Rupees Six
and curing complete including the cost of form work
Thousand Six
(rates for centering, shuttering, formwork staging
13 11.00 Cmt. 6,638.73 Hundred Thirty
scaffolding for considering upto 4.50 mt. height) but
Eight And Paise
excluding reinforcement for reinforced concrete work
Seventy Three Only
in: (C) RCC Slab All Floor
Providing TMT Bar FE 500D reinforcement for R.C.C. Rupees Seventy
14 7,992.00 Work including bending, binding and placing in Kg. 77.29 Seven And Paise
position complete upto floor two level. Twenty Nine Only
P & L Brick work using common burnt clay building Rupees Four
bricks having crushing strength not less than 35 Thousand Four
kg/Sq. Cm. in cement mortar 1:6 (1 cement : 6 fine Hundred Ninety Six
sand). Conventional- all floor And Paise Five Only
Half brick masonry in common burnt clay building
Rupees Six Hundred
bricks having crushing strength note less than 35 Kg/
Eighty Four And
16 11.00 Sq. Cm. in cement mortar 1:4 (1 cement : 4 coarse Smt. 684.26
Paise Twenty Six
sand) in super structure above plinth level (B)
Conventional All Floor Level.
Providing & laying 15 mm. thick mala cement plaster Rupees Two
in single coat on fair side of brick concrete walls for Hundred Eleven And
interior plastering and finished even & smooth plaster. Paise Eighty Two
(ii) Cement mortar 1:4 (1 cement : 4 sand) All Floor Only
Rupees One
Providing & laying 10 mm thick cement plaster on
Hundred Sixty One
18 115.00 ceiling and soffits of stairs in cement mortar (1:3) (1 Smt 161.53
And Paise Fifty
cement : 3sand) & finished even and smooth All Floor.
Three Only
Providing 20 mm thick double coat mala cement
plaster on interior brick/ concrete work for plastering
Rupees Two
comprising of base coat of 12 mm thick cement plaster
Hundred Eighty
19 167.00 in cement mortar (1 Cement : 4 coarse sand) in rough Smt 283.95
Three And Paise
finishing and 8 mm thick top coat of cement mortar
Ninety Five Only
1:2 (1 Cement : 2 Coarse sand) finished with trovel
including scaffolding curing etc. complete
Applying two coats of Birla or Asian acrylic lappy
(putty) and two coats of primer of approved brand
and manufacture on new wall surface to give an even Rupees Forty And
shade including thoroughly brushing the surface free Paise Fifty Nine Only
from mortar dropping and other foreign matter and
sand papered smooth.
Distempeing (Two coats) with oil bound distemper of
approved brand and manufacture and of required
shade on wall surfaces to give an even shade, over and
Rupees Seventy Six
including a priming coat with distemper primer of
21 260.00 Sqmt 76.68 And Paise Sixty
approved brand and manufacture after thoroughly
Eight Only
brushing the surface free from mortar dropping and
other foreign matter and also including preparing the
surface even and sand papered smooth
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Finishing wall with weather proof exterior emulsion
Rupees One
paint on wall surface (two coats) to give an required
Hundred Twenty
22 167.00 shape even shade after thoroughly brushing the Smt 120.26
And Paise Twenty
surface to remove all dirt, and remains of loose
powdered materials.etc complete
Providing and fixing flush door both sides laminated
shutter fabricated from 35 mm thick solid core
malemine faced three layered pre laminated flat
pressed wood based exterior grade bonded BWP/
Rupees Three
BWR synthetic resin having stamped IS 12823 grade I
Thousand Three
type II including three coats of lacquer polishing to
23 6.00 Smt 3,366.33 Hundred Sixty Six
exposed wooden surfaces and Stainless steel
And Paise Thirty
decorative type designs fixtures/ fastening 2Nos.
Three Only
Handles, 2Nos. Aldropes, towerbolt etc. including
I.T.W. triangular batten patti of size 30m.m.x 30m.m.
etc. as per architectural detailed drawing and as
directed by engineer in charge..
Providing and fixing FRP frame size 125x65 mm and
35mm thick FRP shutter with wood grain raised
panneled design finish shutter having extra
reinforcement on sides & edges in Gel coat finish. The
core of the shutter & frame is to be filed up with Rupees Two
injected polyurethene foam done in situ alongwith Thousand Nineteen
embedded wooden pieces for stiffening & also taking And Paise Ninety
hinges & fintures. The whole FRP frame & shutter is to Eight Only
be water proof weather proof, termite proof &
resistance to mild acid/alkali. Rates are to be inclusive
of S.S hinges with fastener sleeve & alluminium
fixtures & fastenings.
Providing and fixing standared extruded of
Rupees One
alluminium section of size 63mm x 38.10mm x 1.2mm
Thousand One
(Jindal Section :2434, @ Wt. 0.643 Kg/ mt) with colour
25 4.00 Sqmt 1,175.56 Hundred Seventy
anodized alluminium frame for ventilation with 5 mm
Five And Paise Fifty
thick frosted glass as details etc complete for
Ventilation
Provding and fixing M.S.plain grills of required pattern
Rupees One
with M.S. flats at required spacings & frame around,
Hundred Twenty
26 72.00 sequare or round bars with round headed bolts and Kg. 122.21
Two And Paise
nuts or by screws including applying a priming coat of
Twenty One Only
red lead paint two coat of Oil paint .
Providing and laying polished Kota stone slab flooring
over 20mm (Average) thick base of cement mortar 1:6
Rupees One
(1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty
Thousand Thirteen
27 11.00 :1.5 - coarse sand) laid over and jointed with grey Smt 1,013.87
And Paise Eighty
cement slurry mixed with pigment to match the shade
Seven Only
of slab including rubbing and polishing etc. complete.
(A) 25mm thick
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
P & L 24" x 24" vitrified 8 mm thick tile flooring over
20mm (average) base of cement mortar 1:6 (
Rupees One
cement: 6 coarse sand) on new surface or fixing on
Thousand Four
existing flooring by adhesive material including
28 23.00 Smt 1,467.72 Hundred Sixty Seven
dismentaling of existing flooring and jointed with
And Paise Seventy
color cement slurry including finised with flush
pointing & cleaning the surface etc. complete for
Providing and laying coloured glazed tiles of the size Rupees One
300 mm x 200 mm x 8 mm/ 300 mm x 450 mm x 8 mm Thousand Four
29 191.00 in skirting, risers of steps and dedo on 10 mm. thick Smt 1,488.24 Hundred Eighty
cement plaster 1:3 (1 cement : 3 coarse sand) & Eight And Paise
jointed with white cement slurry. Twenty Four Only
Providing and laying 18 mm thick polished granite
stone machine cut in single piece (Max. available) in
sill and jambs of Door, window, Ventilation frame and
also risers of steps,trade, dedo laid over 10 mm thick Rupees Three
cement mortar 1 : 3 (1 cement : 3 coarse sand) and Thousand Forty Six
jointed with grey cement slurry with matching And Paise Sixteen
pigment including rubbing and polishing half rounding Only
edge including fastning of hilty anchor if require etc.
complete colour and shed as approved by architect
engineer in charge.
Providing and laying Ceramic tiles (600mm*600 mm)
Rupees One
8-10 mm thick in flooring treads of steps and landing
Thousand Seventeen
31 23.00 laid on a bed of 12mm thick cement mortar 1:3 (1- Smt 1,017.30
And Paise Thirty
cement : 3-coarse sand) finishing with flush pointing
in white cement.
Providing and laying broken chine mosaic flooring for
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 Rupees One
off junctions and extending them upto 15 cm along the Thousand One
32 72.00 wall, clearing with water and oxalic acid etc. as Smt 1,117.41 Hundred Seventeen
directed. providing and mixing water proofing And Paise Forty One
materials in cement mortar in proportion Only
recommended by the manufacturer. Providing and
laying cement concrete flooring 1:2:4 (1-cement : 2-
coarse sand : 4-graded stone aggregate 20mm nominal
size) laid in one layer and finished. (B) 50mm thick.
Providing & laying cement vata (10 cm x 10 cm size) Rupees Twenty Four
33 6.00 quartar round in cement mortar 1:1 including neat Rmt 24.28 And Paise Twenty
cement finishing watering etc. complete. For all floor Eight Only
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH -40) line including fittings
of standard make as apprroved by Engineer In charge.
Rupees Seventy Two
Pipe shall be fixed on the wall with the help of clamp
34 31.00 Rmt. 72.65 And Paise Sixty Five
at every two meter 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.
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH -40) line including fittings
of standard make as apprroved by Engineer In charge.
Rupees Ninety One
Pipe shall be fixed on the wall with the help of clamp
35 50.00 Rmt. 91.84 And Paise Eighty
at every two meter 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.
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH -40) line including fittings
of standard make as apprroved by Engineer In charge. Rupees One
Pipe shall be fixed on the wall with the help of clamp Hundred Forty Eight
at every two meter C/ C or shall be concealed as And Paise Twelve
directed including necessary fittings etc. including Only
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
Rupees Six Hundred
Providing and fixing Gun metal check or non-return Sixty Three And
fullway wheel valve.(E) 40mm dia. Paise Forty Three
Providing and fixing washbasin with single hole for
pillar tap with C.I. or M.S. brackets painted white
Rupees Two
including sutting holes and making good the same but
Thousand Four
excluding fittings.(A) Vitreous China:(ii) Flat Back
38 4.00 Each 2,441.17 Hundred Forty One
washbasin 550 mm x v 400mm size. (i) In white
And Paise Seventeen
colour. With pillar tap 15 mm dia , MI fisher union and
cp brass waste pipe fixing as per approved by
engineer in charges
Providing and fixing wash down water closet
(European type, W.C. Pan) with integral P or S trap
including jointing the trap with soil pipe in Cement Rupees Eight
Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to Thousand Six
be measured and paid for separately)(A) vitreous Hundred Ninety And
China Pattern :(i) in white colour With metropole , 2 Paise Four Only
way bib cock, health faucet and toilet paper holder as
per approved by engineer in charges.
Providing and fixing Urinal of approved quality
including connection with trap and with integral Rupees One
longitudinal flush pipe.(A) Squating plate pattern Thousand Nine
40 4.00 white earthenware 550mm x 300mm. chromium Nos. 1,945.37 Hundred Forty Five
plated brass half trun flush cock of approved quality And Paise Thirty
including fixing in pipe line etc. complete.(ii) 25mm Seven Only
dia. WITH Waste Pipe CP 32 mm dia
Rupees Two
Providing and fixing brass screw down stop tap.(B) Hundred Twenty
20mm dia. Three And Paise
Eighty One Only
Providing and fixing 600mm x 450mm bevelled edge Rupees Eight
mirrror of superior glass mounted on 6mm thick A.C. Hundred Fifty Nine
sheet or plywood sheet and fixing to wooden pluge And Paise Forty One
with C.P. brass screws and washers. Only
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Providing, laying and jointing in true line and level
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
Rupees Eight
shall be jointed with each other with rubber lubricant,
Hundred Seventy Six
43 36.00 pipe shall be fixed on wall using of PVC clamp of the Rmt. 876.90
And Paise Ninety
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.
Providing, laying and jointing in true line and level
160 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
Rupees Eight
shall be jointed with each other with rubber lubricant,
Hundred Thirty
44 40.00 pipe shall be fixed on wall using of PVC clamp of the Rmt. 834.38
Four And Paise
size 160 mm diametre x 210 mm length x 196 mm
Thirty Eight Only
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.
Providing and fixing PVC SWR Nahni trap IS 14735 for
Rupees Five
drain - 100 mm diameter with jali of the following
Hundred Eighty Six
45 16.00 nominal diameter of self cleansing design with C.I Each 586.27
And Paise Twenty
scread down or hinged grating including the cost of
Seven Only
cutting and making good the walls.
Providing and fixing to wall, ceiling, floor 10.0 Kgf/
Sqcm working pressure polythelene pipes of 110mm Rupees Three
46 20.00 dia. For rain water , low density, complete with special Rmt. 339.05 Hundred Thirty Nine
flange compression type fittings, wall clips etc. making And Paise Five Only
good wall ceiling and floor.
Providing and fixing to wall, ceiling, floor
Rupees Two
Kgf/Sqcm working pressure polythelene pipes of
Hundred Eighty And
47 12.00 75mm dia. For rain water , low density, complete with Rmt. 280.23
Paise Twenty Three
special flange compression type fittings, wall clips etc.
making good wall ceiling and floor.
Providing and fixing to wall, ceiling, floor
Rupees One
Kgf/Sqcm working pressure polythelene pipes of
Hundred Ninety
48 8.00 50mm dia. For rain water , low density, complete with Rmt. 192.02
Two And Paise Two
special flange compression type fittings, wall clips etc.
making good wall ceiling and floor.
Providing and fixing S.W. gully trap with C.I. grating Rupees One
brick masonry chamber and water tight C.I. cover with Thousand Two
49 4.00 frame of 300mm x 300mm size (inside) with standard Each 1,292.19 Hundred Ninety
weight.(i) Square mouth traps. (A) 100mm x 100mm Two And Paise
size P type. Nineteen Only
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Providing and fixing C.P. brass towel rail comlete with Rupees Six Hundred
50 5.00 C.P. brass brackets fixed to wooden plugs with C.P. Nos. 616.42 Sixteen And Paise
brass scews.(B) 600mm x 20mm size. Forty Two Only
Constructing brick masonry chamber for underground
C.I. Inspection chamber and bends with briocks having
croshing strength not less than 35Kg. Cm2 in C.M. 1:5
C.I. cover with frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover with frame to Rupees Two
be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of Thousand Nine
51 3.00 frame 15Kg.) (R.C.C. top slabe with 1:2:4 mix (1- Each 2,932.93 Hundred Thirty Two
cement :2- coarse sand :4-graded stone aggregate And Paise Ninety
20mm size) foundation concrete 1:5:10 inside plaster Three Only
15mm thick with cement mortar 1:3 finished smooth
with a floating coat of neat cement on walls and bed
concrete etc. complete.(i) Inside dimensions 455mmx
610mm and 450mm deep for single pipe line
Rupees Two
Extra over items 24.44 for every additional depth of
Hundred Thirty Six
52 2.00 0.1M. of part thereof beyond 450mm depth for Brick Each 236.33
And Paise Thirty
masonry chamber. (i) for 455mm x 610mm size.
Three Only
Constructing manhole with RCC top slab in 1:2:4 mix
(1 cement:2 coarse and :4 graded stone aggregate
mm nominal size) foundation concrete 1:3:6 mix (1
cement :3 coarse sand : 6 brick bats 40 + 50 mm size)
Rupees Eleven
inside plastering 15mm th. with cement mortar 1:5 (1
Thousand Forty Two
53 9.00 cement :5 coarse sand) finished with a floating coast of Each 11,042.74
And Paise Seventy
neat cement and making channel in cement concrete
1:2:4 mix (1 cement: 2 Coarse sand :4stone aggregate
20mm nominal size) inside size 900 mm x1200 mm &
1,5 m deep incl C.I.cover with frme size 1) A-type
depth 0.90 m for 150 mm, 250(required dia) sewer
Rupees Five
(I) Extra rate for constructing B.B. masonry for every
Hundred Twenty
54 8.00 additional depth of 0.1M. or Part thereof over item Each 522.96
Two And Paise
No.24.27 (I) for depth from 0.9M to 1.5M.
Ninety Six Only
Providing erecting and fixing double coated ISI water Rupees Three And
55 2,000.00 tank of required capacity each with all necessary Liter 3.95 Paise Ninety Five
fittings and connection etc. complete on terrace Only
Constructing a soak well of 2.50 m in out side
diametre & 6.00 m deep of excavation any type soil
with 0.23 m thick honey comb brick masonary wall
Rupees Forty Two
5.50 m from bottom & 0.50 m solid at top in cement
Thousand Six
mortar 1:6 (1 cement: 6 Sand) based on 0.10 cm thick
56 1.00 Each 42,620.99 Hundred Twenty
CC 1:4:8 (1 cement : 4 coarse sand : 8 hand broken
And Paise Ninety
stone aggregate 40mm nominal size) & R.C.C. top slab
0.12 m thick in CC 1:2:4 including cost of form work &
reinforcement as per detail drawings or as directed by
Engineer -in-charge.
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Construction Septic tank inside dimention of 4.00 m in
length & 2.50 m in width & 2.00 m depth including
excavating any type of soil as shown and mentioned in
the drawing, providing and laying 0.10 m thick plain
cement concrete 1:3:6 (1 cement : 3 coarse sand:
graded stone agg.) 40 mm thick IPS flooring at bottom
with brick masonary 0.23 m thick walls CM 1:5 (1
Rupees Sixty Seven
cement : 5 coarse sand) and intermediate partition CM
Thousand Five
1:4 & RCC Top slabs12 cms thick in 1:2:4 (1 cement :
57 1.00 Each 67,565.97 Hundred Sixty Five
coarse sand : 4 graded stone agg) including
And Paise Ninety
reinforcement as per design and 15 mm thick cement
Seven Only
plaster in CM 1:4 with floating coat of neat cement
slurry inside, top and around tank below 15 cm on
ground level, Also provide Two nos CI Manhole frame
and cover of size 60 cm x 45 cm & 75 mm dia. PVC
kgf/Sq cm pressure air vent pipe in 3.00 length with
cowl etc complete as per direction of Engineer in
Providing & Laying 125 mm thick M200 grade
concrete trimix using P21(water reducing concrete
admixture at 100 ml per bag of cement & recon 3 s
Rupees Five
fiber at 125 gm per bag of cement including making C
Thousand Three
channel 75 x 75 mm required to maintain level,slope
58 121.00 Cmt. 5,396.43 Hundred Ninety Six
and thickness of the concrete road leveling of placed
And Paise Forty
concrete with surface vibrator and finishing with
Three Only
power floater & trowel light brooming the surface &
including cutting & filling of expansion joint as
directed by Engineer in charge.
Providing and fixing pre-cast concrete kerb stone of
gray cement based concrete block 30cm length, 30cm Rupees Three
height and 15cm thick of M250 grade concret as per Hundred Seventy
approved design and including excavation for fixing in Four And Paise
proper line and level,filling the joint with C:M 1:3 Ninety Two Only
(1cement:3fine sand) etc complete.
Providing laying (to level or slopes) and jointing
reinforced concrete Light duty non-pressure pipes I.S. Rupees Six Hundred
60 30.00 class NP2 of the following internal diameter with Mtr 678.02 Seventy Eight And
collars and butt ends prepared for collar joints Paise Two Only
including testing of joints complete. (D) 300mm
Providing laying (to level or slopes) and jointing
Rupees One
reinforced concrete Light duty non-pressure pipes I.S.
Thousand Four
61 225.00 class NP2 of the following internal diameter with Mtr 1,400.95
Hundred And Paise
collars and butt ends prepared for collar joints
Ninety Five Only
including testing of joints complete. (H) 600 mm
Rolling and consolidation of soling including filling in Rupees Twenty Two
62 963.00 depression which occur during the process, with smt 22.75 And Paise Seventy
power roler 8 tonne to 12 tonne. Five Only
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Providing, laying, spreading and compacting graded
stone aggregates to Wet Mix Macadam in100 mm
thickness as per MORT & H specification including
premixing the material with water at OMC in Rupees Nine
mechanical mix plant, carraige of mixed material by Hundred Seventy
tippers to site, laying in uniform layers with paver or Eight And Paise
motor grader in sub base / base course on well Sixty Nine Only
prepared surface and compacting with vibratory roller
to acheive the desired density.complete as per MORT
& H clause
Point wiring for Light / Bell with 2-1.5 sq.mm &
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, Rupees Four
erected on PVC / Metallic/Wooden box, single Hundred Eighty Five
mounting base frame covered with And Paise Eighty
textured/metallic/white front plate modules erected One Only
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
Point wiring for FAN with 2-1.5 sq.mm & 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 and hum free EME step
type electronic fan regulator mounted and Rupees Six Hundred
accessories with earth continuity of following type Seventy Four And
erected on PVC / Metallic/Wooden box, single Paise Sixty Eight
mounting base frame covered with Only
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 Cat. III
Point wiring for Individual Plug with & 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
mtr length, in below type of pipe erected complete
with Modular type switch & 5 pin Plug erected on PVC
Rupees Five
/Metallic/Wooden box covered with appropriate front
66 6.00 Pt. 510.05 Hundred Ten And
plate modules erected on / in wall / ceiling as per pipe
Paise Five Only
erected with following type of accessories.[I] For 6A
Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from
nearby switchboard/mcb db board.(f) with medium
class Rigid PVC pipe and accessories erected
concealed in wall/ceiling complete Cat. III
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Point wiring for Individual Plug with & 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
mtr length, in below type of pipe erected complete
with Modular type switch & 5 pin Plug erected on PVC Rupees Seven
/Metallic/Wooden box covered with appropriate front Hundred Forty Five
plate modules erected on / in wall / ceiling as per pipe And Paise Thirty
erected with following type of accessories.[II] For 16A Eight Only
Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire
from mcb db board.(f) with medium class Rigid PVC
pipe and accessories erected concealed in wall/ceiling
complete Cat. III
Supplying and erecting LED indoor fittings with LEDs
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 pressure die cast powder
coated and high U.V. & corrosion resistance with
diffuser housed in aluminium casted body with
company mark/name 160V to 270V,Power Factor Rupees Four
more than 0.9, THD < 15 %, CCT 3000 K to 6500K, Hundred Twenty
Luminaire efficacy> 85 lumens/watt , LED driver Seven And Paise
efficiency > 85 % ( fitting required LM-79 & LM-80 Twenty Three Only
Certificates)(NOTE: Below description have shown
ranges of Wattage capacity of LED fittings.The
between the ranges shown.) (A) Square/ Circular
shaped Surface/Recessed Mount Downlight with
provision for spring loaded mounting clips
complete.IP20 (ii) 11-15 watts, Surge-2 KV Cat-III
Rupees One
Supplying & erecting approved make low noise
Thousand Three
decorative exhaust fan having square frame ABS body
69 4.00 Ea. 1,366.53 Hundred Sixty Six
with inbuilt lowers & square frame. 250mm with
And Paise Fifty
RPM Cat.II
Three Only
Providing and erecting Miniature circuit breaker
Rupees One
single pole 6A to 25A suitable to operate on 240 V A.C.
Hundred Twelve
70 6.00 system and having breaking capacity 10 KA to be Ea. 112.11
And Paise Eleven
erected in existing box. confirming to IS 8828/1996
with ISI Mark Cat.III
providing and erecting Approved make RCCBs
conforming to IS: 12640 and having sensitivity of
Rupees Two
mA and Short Circuit withstand capacity of 10 KA and
Thousand Two
suitable for operation on single phase 240 V,50Hz.
71 2.00 Ea. 2,235.13 Hundred Thirty Five
having characteristic of quick action & tripping with
And Paise Thirteen
all advance feature & do not incorporate any
electronic component. for following Max. rating
erected as directed (ii) 40Amps. DP Cat.III
Providing & erecting 240 V MCB double pole switch Rupees Three
for motor & inductive load (C Curve) having 10 KA Hundred Thirty And
breaking capacity & confirms to IS : 8828 in existing Paise Twenty Seven
box having following capacity (B) 40 Amp. Cat.III Only
Estimated Rate
Sr. Total
Description of item Unit Rate in Total Amount
Description of item Unit Rate in Total Amount
No. Quantity Rate in Words
Providing & erecting 415 V MCB Four Pole for Motor & Rupees Seven
Inductive Load (C Curve) having 10KA breaking Hundred Thirty
capacity & confirms to IS :8828 in existing box having Seven And Paise
following capacity (c)63 Amp. Cat.III Thirty Only
Providing and erecting Sheet Steel powder coated
MCB distribution board - flush / surface mounted
fitted with busbar, neutral link, earth bar and DIN rail, Rupees One
Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without Thousand One
74 1.00 MCB to house appropriate nos. of MCBs.(The DBs Ea 1,152.41 Hundred Fifty Two
should be used of same company of MCB to be used) And Paise Forty One
suitable for (A) single phase incoming and horizontal Only
single phase outgoing (b) sheet steel double door (iii)8
Providing and erecting Approved make Four pole
moulded case circuit breaker having breaking capacity
Rupees Six
ICU of 25 KA. at 415 V,having normal current rating up
Thousand One
to 25 A to 100A. with Fixed thermal & magnetic
75 2.00 Ea. 6,173.12 Hundred Seventy
release suitable to work on A.C. supply 50 c/s. with all
Three And Paise
internal connections, spreader tinned copper &
Twelve Only
complete erected in existing 16 G.M.S. housing.
ICS=100% of ICU only Cat III
Providing and erecting Mains with 1.1 KV grade FRLS
PVC insulated ISI marked stranded Copper conductor
wire in following type of pipe to be erected concealed
Rupees Eighty Two
in /flushed on wall/ceiling, with 1.5 sq. mm copper
76 60.00 Mtr 82.82 And Paise Eighty
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)
wire 2.5 sq. mm )
Providing and erecting Mains with ISI marked, 1.5KV
grade electrolyte multi stranded, annealed copper
conductor with heat resistant PVC insulated conforms
Rupees Seventeen
to IS 694, IEC - 227 erected in existing pipe of
77 250.00 Mtr 17.17 And Paise Seventeen
following size (Specifically for control panel, relays,
power switchgears, motor starters & control wiring)
with required size of copper lugs, nuts and bolts if
required.(b) One wire 1.50 sq. mm
Rupees Twenty
78 150.00 (c) One wire 2.50 sq. mm Mtr 27.27 Seven And Paise
Twenty Seven Only
Total Amount
Total Amount
Amount in Rupees Forty Lakh(s) Sixty Three Thousand Nine Hundred Sixty Four And Paise Twenty Seven Only
(A) Total tender amount Rs.
(B) Rebate on above tender amount (if any) (% in figure)________ (% in Words)_______________________________ Rs.
(C) Net tendered amount (A-B) Rs.
(D) Net Tendered amount (In words): Rupees
1 All works shall be carried out as per Public Work Department and other specification of division or as directed.
All the columns in the contractor be filled in ink and the total of the entries in the last column should be struck by the
contractor under his signature.
Rates quoted include clearance of site (prior commncement of work and its close). In all respect and held good for work under
all condition, site, moisture, weather etc.
Estimated Rate
Sr. Total
Description of item UnitRate in Total Amount
Description of item UnitRate in Total Amount
No. Quantity Rate in Words
Testing of materials shall be as per statement attached with the specifications. The material shall be tested in GERI testing
4 charges @ 1% of the amount as per the schedule -B shall be recovered from the contractor from the running bill as per G.R.
(E&R) deptt. No. TKC/1085/4-S dt. 20-12-91. Test results other than GERI will not be accepted.
1% of the construction cost of shall be deducted from bill amount of contract, as per hthe building and other construction
worker's welfare cess act. 1996. (Labour & Employment department letter No. C.W.A. - 2004 - 1831- M(3), Dt. 09/12/2005,
Notification of labour & Employment Department. Dt. 03-01-05- and Labour & Employment Department. letter No.C.W.A. -
CERTIFICATE
Quantity, rates & working of items are as per estimates and calculation in the schedule "B" are arithmetically checked and found
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details.html
RAW_HTML
2.SCHEDULE B.pdf
3.SBD.pdf
4.INDEX SPECIFICATION.pdf
5.CIVIL SPECIFICATION.pdf
6.ELECTRICAL SPECIFICTION.pdf
7.SITE VISIT AFFIDAVIT.pdf
8.BOQ NOTES.pdf
9. MAKE LIST.pdf
10. BUILDING SPECIFICATION PART-I.pdf
10. BUILDING SPECIFICATION PART-II.pdf
10. BUILDING SPECIFICATION PART-III.pdf
10. BUILDING SPECIFICATION PART-IV.pdf
11.KHOKHARA HANUMAN SITE LAYOUT.pdf
12.TYPICAL ROAD SECTION.pdf
13.TOILET BLOCK PLAN section.pdf
14.SEPTIC TANK DETAIL.pdf
15. DEFECT LIABILITY PERIOD GR.pdf
16. GR SBD WITH INDEX.pdf
17. LAP LENGTH GR Dt.15-2-2017.pdf
18. SINGLE TENDER GR Dt.18-2-2017.pdf
19. STANDARDS FOR CEMENT CONSUMPTION.pdf
20. TENDER VALIDITY Dt.10-5-2013.pdf
21. TESTING SCHEDULE.pdf
15.SOCK WELL DETAIL.pdf
New GR SD.pdf
1.NIT.pdf
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