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Tender ID
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
17 Apr 2026, 6:00 pmClosed
Executive Engineer, Panchayat (R&B) Division, Tapi
Mukhyamantri Bordar Village Sarvangi Utkarsh Scheme 2025-26 Construction of Multy purpose centre and Library at Village. Gay savar Ta.Songadh, Dist.Tapi
295983
36 OF 2025-26
Open
Civil Works - Buildings
Works
Tapi
6 documents required · 6 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, Tapi-Vyara
₹1.2 L
10 Apr 2026
10 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
Item No. Quantity Unit Amount
to Book of Specifications) Figures
1 Excavation for foundation upto 1.5 m depth including 595.96 CMT. 120.00
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 1.5 mt. Depth
2 Excavation for foundation upto 1.5 m to 3.0 m depth 363.50 CMT. 132.84
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 3.0 MT Depth
3 Filling available excavated earth (Including rock in trenches 740.25 CMT. 133.65
plinth, sides of foundations etc. in layers not exceeding
cm. in depth consolidating each deposited layer by ramming
and watering)
4 Providing & filling in plinth with murrum or yellow soil or 119.50 CMT. 296.29
ramming & consolidation etc. complete.
5 Filling in plinth with sand under floors including watering 45.43 CMT. 471.69
ramming, consolidating and dressing complete (A)
Foundation and plinth
6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 109.96 CMT. 3966.27
coarse sand : 4- hand Machine crushed stone aggregates
mmnominal size) and curing complete including cost of
formwork in (A) PCC
7 Providing and laying controlled cement concrete M.250 and 109.50 CMT. 4534.90
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
8 Providing and laying controlled cement concrete M.250 and 18.50 CMT. 8213.32
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
9 Providing and laying controlled cement concrete M.200 and 22.00 CMT. 8175.95
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
10 Providing and laying controlled cement concrete M.200 and 9.00 CMT. 8217.20
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
11 Providing and laying controlled cement concrete M.200 and 2.00 CMT. 8258.46
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
12 Providing and laying controlled cement concrete M.250 and 35.00 CMT. 6450.87
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
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
13 Providing and laying controlled cement concrete M.200 and 32.00 CMT. 6413.50
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
14 Providing and laying controlled cement concrete M.200 and 11.00 CMT. 6454.75
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
15 Providing and laying controlled cement concrete M.200 and 44.72 CMT. 6356.94
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 M.200 and 40.00 CMT. 6398.19
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
17 Providing and laying controlled cement concrete M.200 and 3.00 CMT. 5964.05
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
18 Providing and laying controlled cement concrete M.200 and 2.50 CMT. 6713.47
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
19 Providing and laying controlled cement concrete M.200 and 3.00 CMT. 5965.06
curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced concrete
work in Lintel upto Ground Floor
20 Providing and laying controlled cement concrete M.200 and 1.50 CMT. 6006.31
curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced concrete
work in Lintel. upto First Floor
21 Providing and laying controlled cement concrete M.200 and 4.00 CMT. 7002.33
curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced concrete
work in Chajja. Upto Ground Floor
22 Providing and laying controlled cement concrete M.200 and 2.00 CMT. 7043.58
curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced concrete
work in Chajja. First Floor
23 Providing and fixing TMT bars Fe-500D steel reinforcement 38033.30 Kg . 77.95
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).
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
24 Carring out plinth treatment to post construction / existing 265.00 SMT. 83.48
structure by spraying chemical solution for termite control
treatment including labour and material consistment with I.S.I
specification. Using Chlordene and Chiorpurfiles 20 EC. As
Per 6131_paret-II Consentration Weight one percent is
recommended i.e one litre 20 EC chemical emulsion with
liter give 1 % concrentration inclusive of one litre chemical
emulsion appication at the rate of 5 Litre chemical / Sqm
of surface is recommended as per I.S
25 Brick work using common brunt clay building bricks having 25.50 CMT. 4121.54
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
26 Brick work using common brunt clay building bricks having 142.99 CMT. 4403.39
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
27 Brick work using common brunt clay building bricks having 40.50 CMT. 4444.58
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
28 Brick work using common brunt clay building bricks having 28.50 CMT. 4485.77
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 (Terrace Floor)
29 Half brick masonry in common brunt clay building bricks 43.28 SMT. 669.33
having crushing strength not less than 35 Kg/Sq.Cm. in
Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in (B)
Conventional Ground Floor
30 Half brick masonry in common brunt clay building bricks 25.00 SMT. 675.48
having crushing strength not less than 35 Kg/Sq.Cm. in
Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in (B)
Conventional First Floor
31 Providing 15mm thick cement plaster in single coat on Rough 607.48 SMT. 172.83
(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
32 Providing 15mm thick cement plaster in single coat on Rough 280.00 SMT. 196.80
(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
33 Providing 15mm thick cement plaster in single coat on Rough 38.00 SMT. 220.78
(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
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
34 Providing & laying10 mm. thick cement plaster in single 265.00 SMT. 155.21
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
35 Providing & laying10 mm. thick cement plaster in single 116.00 SMT. 177.07
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
36 20mm thick sand faced cement plaster on walls upto height 996.50 SMT. 337.52
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 Second Floor
37 Providing throating or plaster drip and moulding to R.C.C. 90.00 RMT. 43.21
38 Providing 20 mm deep finished groove in plaster in line and 90.00 RMT. 30.30
level etc. Comp. For all Floor
39 Providing and laying polished Granite Slab 18mm thick in 18.50 SMT. 2377.54
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.
40 Providing and laying polished Granite Slab 18mm thick in 96.50 SMT. 2408.85
Risers of steps Dedo, window sill, jembs and pillars laid
mm thick Cement Mortar 1:4 (1-Cement : 4-Coarse Sand) and
jointed with Grey Cement Slurry including full molded round
edges , rubbing an
41 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 323.50 SMT. 1099.95
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.Soluble Salt
PVT. Tiles in All Rooms.
42 Providing and laying Vitrified tiles 8 mm thick , 24'' x 24'' in 161.00 SMT. 1169.98
skrting risers of steps and dedo on 10mm thick cement plaster
1:3 (1-cement : 3-coarse sand) and jointed with white cement
slurry Soluble Salt PVT. Tiles in All Rooms.
43 Providing and fixing 37 mm thick flush door both sides 26.50 SMT. 4230.89
laminated 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 gra
44 Providing and fixing FRP frame size 125x65 mm and 35mm 20.20 SMT. 2615.04
thick FRP shutter having extra reinforcement on sides &
edges in polish finish. The core of the shutter & frame is to be
filed up with injected polyurethene foam done in situ
alongwith embedded wooden pieces for stiffening & also
taking hinges & fintures. The whole FRP frame & shutter is to
be water proof weather proof, termite proof & resistance to
mild acid/alkali. Rates are to be inclusive of S.S hinges with
necessary screws & alluminium S.S fixtures & fastenings &
fastener sleeve.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
45 Providing and fixing window having extruded aluminum 57.00 SMT. 5629.41
Colour anodized section frame main outer size 66.00 x
x 1.50 mm(Wt 1.40 Kg / Rmt), horizontal two track member
size Both Side 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt),
with sliding shutters of horizontal member size 66.00 mm x
26.00 mm x 1.50mm (wt.of 0.90 Kg/mt), vertical member of
size 66.00 mm x 26.00 mm x 1.50mm (wt.of 0.90 Kg/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 complete for window.
46 Providing and fixing window having extruded aluminum 20.48 SMT. 5998.91
Colour anodized section frame main outer size 66.00 x
x 1.50 mm(Wt 1.40 Kg / Rmt), horizontal two track member
size Both Side 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt),
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 complete for FIX FASAD window.
47 Providing and fixing standared extruded of alluminium 4.50 SMT. 1175.55
section of size 63mm x 38.10mm x 1.2mm (Wt. 0.643 Kg/mt)
with colour anodized alluminium frame for ventilation with
mm thick frosted glass as details etc complete for Ventilation
Any Shape.
48 Providing and fixing M.S. grill of required pattern of 1222.50 Kg. 116.15
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 oil painting
49 Applying two coats of Birla (white cement based) or (acrylic 845.00 SMT. 121.96
lapy- putty) or POP equivalent & two coats of primer of
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. with Wall painting (three coats) with plastic
emulsion paint of 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.
50 Applying two coats of Birla (white cement based) or (acrylic 381.00 SMT. 127.51
lapy- putty) or equivalent & two coats of primer of approved
brand and manufacture on new Ceiling surface to give an
even shade including thoroughly brushing the surface free
from mortar dropping and other foreign matter and sand
papered smooth. Ceiling painting (three coats) with plastic
emulsion paint of approved brand and manufacture on
undecorated Ceiling surface to give an even shade including
throughly brushing the surface free from mortar droppings
and other foreign matter and sand papered smooth.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
51 Finishing wall with weather proof exterior emulsion paint on 996.26 SMT. 163.62
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. Priming:
Apply a liberal coat of exterior acrylic primer and allow it to
dry for 4-5 hours. Application of putty is not recommended.
Minimum 4-6 hours duration is required between each
coat of weather shield max paint
52 Applying priming coat over new steel and other metel surface 19.00 SMT. 125.72
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 including 3.51 Quintal 9108.48
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
54 Providing and fixing in position callapsible steel shutters with 3.50 SMT. 6001.94
vertical channels 20 x 10 x 2 mm braced with flat iron
diagonals 20 x 5 mm size with top and bottom rails of T_rin
40x 40 x 6 mm with 38mm dia, steel pulleys complete with
bolts, nuts, locki
55 Providing and laying integral cement based water proofing 286.50 SMT. 906.98
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 u
',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
56 Providing and laying broken chine mosaic flooring 265.00 SMT. 765.97
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
57 Providing and fixing Stainless Steel railing having 50 mm dia 12.00 RMT. 3101.71
hollow stainless steel pipe as hand rail and 32 mm dia hollow
stainless steel pipe with combination of 10 cm long 16mm dia
pipe as per virtical supports 20 mm dia hollow stainless steel
58 Providing and fixing in position 300mm high,150mm wide 10.00 SMT. 707.00
English/Gujarati Letters made from 1.0mm thick stainless
steel sheet as directed by engineer in charge. With all tools &
plants etc. comp.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
59 Providing & fixing 4mm thick ACP sheet fasad work with 107.10 SMT. 6024.65
design and drawing (ALUMINIUM COMPOSITE PANEL)
fixing with GI pipe 35x 50 x 3mm and clamp thick with
hardware and Alstone Colored Silicone Sealant fittings and
including scaffolding free frome wall Etc Comp.as per EIC
and drawing.
60 Providing and fixing wash down water closet (European type, 6.00 No 4307.01
W.C. Pan) with integral P or S trap including jointing the trap
with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand)
(Seal and cover to be measured and paid for separately)(A)
vitreous China Pattern :(i) in white colour, Providing and
fixing 12.5 Litres low level flushing cistern with a pair, of C.I.
or Mild brackets, complete with fittings such as lead valve
less syphon, 15mm nom.nal size brass ball valve with
polythene float, C.P brass handle unions and couplings for
connections, with inlet, outlet and overflow pipes, 40mm
dia.porcelain enamelled flush bend including cutting holes in
walls and making good the same connecting the flush bend
with cistern and closet (overflow pipe to be measured and
paid for separately)(A) Vitreous China (I) In white colour,
Providing and fixing plastic seat and cover for wash down
water closer with C.P. brass hinges and rubber buffers. (B)
Black plastic seal and cover, With Jet spray heavy duty with
S.S. Braided hose 60 cm long.
61 Providing and fixing washbasin with single hole for pillar tap 6.00 No 2363.67
with C.I. or M.S. brackets painted white including sutting
holes and making good the Providing and fixing C.P. brass
waste for washbasin or sink. (A) 32mmdia.,Providing and
fixing pillar tap,
62 Providing and fixing PVC SWR Nahni trap IS 14735 for 12.00 No 585.36
drain - 100 mm diameter with jali of the following nominal
diameter of self cleansing design with C.I scread down or
hinged grating including the cost of cutting and making good
the walls.
63 Providing and fixing screw down bib taps of following 10.00 No 186.82
size.(A) Brass screw down bib tap polished bright. (i)
64 Providing and fixing Urinal of approved quality including 3.00 No 1870.02
connection with trap and with integral longitudinal flush
pipe.(A) Squating plate pattern white earthenware 550mmx
300mm. Providing and fixing C.P. brass waste for washbasin
or sink. (A) 32mmdia.and with angle cock 15mm with waste
65 Providing and fixing 600mm x 450mm bevelled edge mirrror 6.00 No 852.76
of superior glass mounted on 6mm thick A.C. sheet or
plywood sheet and fixing to wooden pluge with C.P. brass
screws and washers.
66 Providing and fixing Gun metal check or non-return fullway 2.00 No 420.63
wheel valve. 25mm. dia.
67 Providing and fixing Gun metal check or non-return fullway 2.00 No 663.42
wheel valve. 40mm. dia.
68 Providing and fixing chromium plated brass half turn flush 6.00 No 263.77
cock of approved quality including fixing in pipe line etc.
complete.(ii) 25mm dia.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
69 Providing and fixing ball cock of approved. quality as 2.00 No 132.88
directed.(A) Copper Metal (A) 25mm. dia.
70 Providing laying and jointing in true line and level 15mm dia. 50.00 RMT. 72.64
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.
71 Providing laying and jointing in true line and level 25mm dia. 38.00 RMT. 91.83
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.
72 Providing laying and jointing in true line and level 50mm dia. 30.00 RMT. 195.66
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.
73 Providing, laying and jointing in true line and level 110 90.00 RMT. 857.65
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.
74 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 No 1246.91
masonry chamber and water tight C.I. cover with frame of
300mm x 300mm size (inside) with standard weight.(i)
Square mouth traps.(B) 150mm x 100mm size P or R type
75 Constructing Brick masonry road gully chamber 500mm x 2.00 No. 2017.19
450mm x 600mm including 500mm x 450mm C.I. horizontal
grating wih frame complete.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
76 Constructing brick masonry chamber for underground C.I. 6.00 No 2932.92
Inspection chamber and bends with bricks having crushing
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 be not less than 38Kg. (Wt. of
cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe
with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete 1:5:10 inside
plaster 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.
77 Providing laying (to level or slopes) and jointing reinforced 20.00 RMT. 254.89
concrete Light duty non-pressure pipes I.S. class NP2 of the
following internal diameter with collars and butt ends
prepared for collar joints including testing of joints complete.
78 Providing laying (to level or slopes) and jointing reinforced 20.00 RMT. 356.73
concrete Light duty non-pressure pipes I.S. class NP2 of the
following internal diameter with collars and butt ends
prepared for collar joints including testing of joints
complete.(C) 250 mm di
79 Providing laying (to level or slopes) and jointing reinforced 50.00 RMT. 678.01
concrete Light duty non-pressure pipes I.S. class NP2 of the
following internal diameter with collars and butt ends
prepared for collar joints including testing of joints
complete.(D) 300 mm di
80 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 4.00 No. 101.90
cm length etc.
81 Providing and fixing in position cowel went to pipes.(C) 4.00 No. 505.17
82 Providing erecting and fixing double coated PVC. (ISI) water 4000.00 Lit 3.94
tank of required capacity each with all necessary fittings and
connection etc. complete on terrace.
83 Providing and fixing concertina coil fencing with punched 123.00 RMT. 603.98
tape concertina coil 600 mm dia 10 mt openable length
having 50 no rounds per 6 mt length, upto 3mt height of
requird shaped As per Directed Engeenier in charge. placed
2.4mt or 3.00mt apart and with 4 horizontal R.B.T. reinforced
barbed wire(3 mm) , stud tied with G.I. staples and G.I. clips
to retain horizontal, including necessary bolts or G.I.barbed
wire tied to angle iron& necessary of paint all complete as per
direction of Engineer-in-charge, with reinforced barbed tape
(R.B.T.)/Spring core (2.5 mm thick) and weight
gm/meter at compound wall for ESR M4/ intakewell.
84 Box cutting the road surface to proper slope and camber for 112.14 CMT. 106.64
making abase for road work including removing the
excavasted stuff and depositing on the road side slope as
directed up to 50 Mtr. Lead
85 Clearing and grubbing road land including uprooting rank 0.99 Hecter 28455.09
vegetation grass bushes,shrubs,sapling and trees girth up to
300 mm removal of stumps of trees cut earlier and disposal of
unserviceable materials (C) By mechanical means in area of
light jungle
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
86 Supplying of crushed stone aggregates, chippings etc. of hard 56.50 CMT. 507.77
stone of following nominal size free of disintegrated pieces
deletarious and oraganic mater (for Bitumen surface dressing
etc.) and grading as per I.R.C. Code.(ii)
87 Providing & laying cement concrete Pavement using M.200 39.96 CMT. 7449.76
& Vaccuum Dewatering technique including floating surface
with a skim powder floater, curing with Providing and laying
200 micron plastic sheet on prepared sub base For V.D.S
Concrete etc. complete.
88 Providing and fixing pre-cast Rubber Dye / steel Dye inter 107.40 SMT. 704.07
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.
89 Providing and fixing pre-cast concrete kerb stone of gray 30.00 RMT. 370.68
cement based concrete block 30cm length,30cm height and
15cm thick of M250 grade concret as per approved design
and including excavation for fixing in proper line and
level,filling the joint with C:M 1:3 (1cement:3fine sand) etc
90 Extra over items 24.44 for every additional depth of 0.1M. of 1.00 No 242.38
part thereof beyond 450mm depth for Brick masonry
chamber.(i) for 455mm x 610mm size.
91 Providing and supplying in standard length ISI marked rigid 20.00 RMT. 252.50
unplasticised PVC pipes suitable for portable water with ring
fit joint including cost of rings as per IS Specificastion No.
4985/1988 including all local and central taxes transportation
freight charges octroi inspection charges loading unloading
conveyance to the departmental stores and including cost of
jointing material etc. complete for 110 mm dia.
92 Providing and supplying in standard length ISI marked rigid 10.00 RMT. 353.50
unplasticised PVC pipes suitable for portable water with ring
fit joint including cost of rings as per IS Specificastion No.
4985/1988 including all local and central taxes transportation
freight charges octoi inspection charges loading unloading
conveyance to the departmental stores and incluiding cost of
jointing materials etc. complete for 160 mm dia.
93 Providing and fixing C.I. Manhole cover 0.60 m x 0.45 m. 6.00 No 958.16
size having weight not less than 35 Kgs.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
94 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 3.00 No 11042.74
cement :2-coarse sand : 4-graded stone aggregate 20mm
nominal size) foundation concrete 1:3:6 mix (1-cement : 3-
coarse sand :6-Brick bats 40 + 50mm size) inside plastering
15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse
sand) finished with a floating coat of neat cement and making
channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse
sand :4-stone aggregate 20mm nominal size) finished smooth
complete including curing and festing (i) Inside size 900mm x
1200mm and 1.5M. deep including C.I. cover with frame size
560mm diameter total weight of cover and frame to be not
less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame
Kg.)(A) With 230mm thick walls of brick msonry using brick
having crushing strength not less than 35Kg. / Sq.cm. in
Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type
depth 0.90 Metre for 150mm diameter sewer.
95 (I) Extra rate for constructing B.B. masonry for every 2.00 No 522.95
additional depth of 0.1M. or Part thereof over item No.24.27
(I) for depth from 0.9M to 1.5M.
96 Providing & fixing & making Table LxBxH (1.20 x 0.60 x 2.00 No 14624.80
0.75) using Ply Wood ISI Brand Using IS 710 Plywood (
8mm, 10mm, 12mm, 19mm, & 25mm) Top with All side
square top for superior quality table with thickness of
mm.All the outer & Inner surface cover by I.S.I. brand
Sunmica of Formica , silicone ,bloom green or equivalent &
inner 1.5mm thick Laminate Sheet silicone or bloom or
equivalent Brand.using drawer channel of Hetich brand &
handle s.s. matt & drawer lock , including S.S Screws
necessary hardware etc. complete including necessary polish,
hardware and labour etc. As per attached drawing &
instructed by in charge Consultant. key board tray, CPU stand
Ebaco Brand, drawer cabinat,horizontal - vertical cable cover,
LEG frame )
97 Providing and fixing of OFFICE CHAIRS of pvc base and 4.00 No 3989.50
armrest,40 density high mould foam in seat and back,or mesh,
pu upholstry,multi funtional mechenism, bifma class IV gas
lift and p.a castors,REVOLVING chairs as per the specified
company of HOF, Feather light, Wipro, Godrej etc.as per
instruction of architect or Engineer-in charge
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
98 Providing & Fixing Double faced Main and add on unit M.S. 1.00 No 16392.30
multipurpose expandable storage rack in knock down design
with Adjustable 3 shelves making 4 compartments in both
sides of 20swg thick. TATA/Essar/Jindal sheet IS
Approximate size H-1524 X W-915 X D-535mm
● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA
sheet IS
● All steel parts will be epoxy polyester powder coated to the
thickness not less than 50 microns finish after 10 tank anti-
rust treatment and B grade phosphating (in house) & same
will be demonstrated to the purchaser during pre-dispatch
inspection.
● Bottom Frame of 25*25*1.21mm Thik, ERW Square MS
Tube With Adjustable Stud .With Extra 2 Book Support On
each Shelf
all work must be done As per Architect Drawing &
Instructed By Site Engineer (Double faced 5' height main
bookracks)
99 Providing & Fixing Double faced Main and add on unit M.S. 1.00 No 15503.50
multipurpose expandable storage rack in knock down design
with Adjustable 3 shelves making 4 compartments in both
sides of 20swg thick. TATA/Essar/Jindal sheet IS
Approximate size H-1524 X W-915 X D-535mm
● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA
sheet IS
● All steel parts will be epoxy polyester powder coated to the
thickness not less than 50 microns finish after 10 tank anti-
rust treatment and B grade phosphating (in house) & same
will be demonstrated to the purchaser during pre-dispatch
inspection.
● Bottom Frame of 25*25*1.21mm Thik, ERW Square MS
Tube With Adjustable Stud .With Extra 2 Book Support On
each Shelf
all work must be done As per Architect Drawing &
Instructed By Site Engineer (Double faced 5' height Addon
bookracks)
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
100 Providing & Fixing single faced main unit and add on M.S. 3.00 No 12847.20
multipurpose expandable storage rack in knock down design
with Adjustable 3 shelves making 4 compartments of 20swg
thick. TATA/Essar/Jindal CRCA sheet IS
Approximant size H-1524 X W-915 X D-380mm
● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA
sheet IS
● All steel parts will be epoxy polyester powder coated to the
thickness not less than 50 microns finish after 10 tank anti-
rust treatment and B grade phosphating (in house) & same
will be demonstrated to the purchaser during pre-dispatch
inspection.
● Bottom Frame of25*25*1.21mm Thik, ERW Square MS
Tube With Adjustable Stud .With Extra 2 Book Support On
Each Shelf . all work must be done As per Architect Drawing
& Instructed By Site Engineer ( single faced 5' height main
bookracks)
101 Providing & Fixing single faced main unit and add on M.S. 6.00 No 11968.50
multipurpose expandable storage rack in knock down design
with Adjustable 3 shelves making 4 compartments of 20swg
thick. TATA/Essar/Jindal CRCA sheet IS
Approximant size H-1524 X W-915 X D-380mm
● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA
sheet IS
● All steel parts will be epoxy polyester powder coated to the
thickness not less than 50 microns finish after 10 tank anti-
rust treatment and B grade phosphating (in house) & same
will be demonstrated to the purchaser during pre-dispatch
inspection.
● Bottom Frame of25*25*1.21mm Thik, ERW Square MS
Tube With Adjustable Stud .With Extra 2 Book Support On
Each Shelf . all work must be done As per Architect Drawing
& Instructed By Site Engineer ( single faced 5' height Addon
bookracks)
102 Providing & making Qubical table with table top made of 19 30.00 No 10635.30
mm thick waterproof plywood ISO 710 and 40mm thick table
top border and other necessary functions, made out 19mm
waterproof plywood ISO 710. All outer surfaces would be
finished using 1.5mm thick laminate and internal surfaces
would be finished using 0.80mm thick laminate as approved
by architect. The vertical support of table would be made of
19mm thick, waterproof plywood. The surface would be
finished using 1.5mm thick laminate as approved by
architect.including all necessary premium quality hardware &
fittings like screw, buffer, hinges, handles, channels, stoppers,
chains, bonding material etc.AS per Architect Dtrawing &
Instructed By Site Engineer , aprox size: L 1.00* D 0.75* H
0.75 ,self Height 0.75 x 1.20 mtr . and front side partition
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
103 Providing and placing of Study Chair With Extra Support Of 30.00 No 2888.60
Pips Must Be required For Long Time Usage Chair Overall
Size (approx): H-83 x W-52 x D- 60 (cm)
Material Description: Seat & Back: Seat & back from hot
mould plywood of minimum 12 mm thickness of ergonomic
design to avoid back pain. Cushioning: PU foam having
density of 40 kg for back and 50kgs/m3 for seat. Average
thickness of foam not less than 50 mm + 10 mm Polly foam.
Tapestry: Minimum average weight required 400to490 gms
per sq. mtr,with average weight of 450 grams per square
meter ● Frame structure: 4 legs type Frame and handle for
arm rest from ERW prime quality tube of 14 swg, reinforced
at all bends for static and impact load with cushioning effect
● Finishing: All steel parts will be epoxy polyester powder
coated to the thickness not less than 50 microns finish after
tank anti-rust treatment and B grade phosphating (in house) &
same will be demonstrated to the Engineer incharge during
pre-dispatch Inspection.
● Product Shoud be Tested by approved BIFMA standard
laboratories confirming to ANSI/BIFMA X 5.1- 2002 Cl. No.
5,7,8,12,13,17 on functional requirement. Certificets Should
be submiting With Supply
,Without certificets Product Will Not Be Accepted.All work
must be done As per Architect Drawing & Instructed By Site
104 Providing & Fixing fitting ISO 710 12,8mm thick plywood 1.00 No 15503.50
(Brand Saras,Kitply,Uniply, Anchor, Green,Wood Stock or
century) magazine stand of Size 6' x 4' x 11' with 3" x 11/2"
vertical supporting and adjustable lag support and horizontal
simple 2" x 1" teakwood patti for magazine support with
necessary french polish hardware labour etc.as per site in
charges instruction and as per drawing. Full Height.
105 Providing & Fixing fitting ISO 710 12,8mm thick plywood 2.00 No 17675.00
(Brand Saras,Kitply,Uniply, Anchor, Green,Wood Stock or
century) Dressing table of Size 4' x 2'6" x 8' with 2 drawer
frame of teak wood support with cover by 1.00mm laminate
with marin fevicol necessary french polish hardware
labour,drawer channel,hendle etc.comp.as per site in charges
instruction and as per drawing. Full Height.
SHEDULE B Page
Description of Item (With brif Specification And Reference Rate in
Item No. Quantity Unit Amount
to Book of Specifications) Figures
106 Gypsum False Ceiling & wall Providing and fixing 12.5mm 332.17 SMT. 1020.10
Th. Gypsum Board Perforated sheet ceiling which includes
scaffolding, grid frame work of G. I. Perimeter channels of
size 0.55 MM thick (having one flange and wed of 27mm )
along with perimeter of ceiling, screw fixed to brick wall or
and screw, at 610mm centers then suspending G.I
intermediate channels of size 45mm (0.90mm thick with two
size 4 size 45mm (0.90mm thick with two flanges of 15mm
each)from the soffit at 1220mm centers with ceiling angle of
width 25mm x 10mm x 0.55mm 0.5mm thickness having
knurled web of 51.50 and two flanges of 26mm each
connecting clip and in direction perpendicular to the
intermediated channel at 457mm centers. 15.50mm tapered
edge gypboard (conforming to IS:2095-1982) is then screw
fixed to ceiling section with 25mm dry wall screw at 230mm
centers. Screw fixing is done mechanically either with screw
done mechanically either with screw driver or drilling
machine with suitable attachment. Grid false ceiling and
center area of room with using precoated P grid main reuuer
of size : 32 x 24 x 0.30mm and cross section of size 32 x
24x0.30mm and laying Gypsusm Tengular light weight
calcium silicate tiles having 15mm dandified edges and 100%
Humidity resistance incombustible as per BS 476 Part IV
with thermal conductivity of- 043 w/m KC & NRC 0.50 and
approved surface design in suspended grid with all material
and labour and Inculding Scaffolding. as per instruction of
In words : One Crore Twenty Three Lac Twenty Five Thousand Sixty Two Rupees and Fourteen Paise
I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in
figures And words) of the estimated rate mentioned above. Amount of my / our tender works out as under.
Estimated Amount Put to tender.12325062.14 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-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 tender.
Signature of Bidder
Deputy Executive Engineer Divisional Accountant
Panchayat ( R&B) Sub Division Panchayat ( R&B) Division
Songadh Tapi- Vyara
Executive Engineer
Panchayat ( R&B) Division
Tapi- Vyara
SHEDULE B Page
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