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Tender ID
Tender Value
₹37.8 L
EMD Value
₹37,800
Closing Date
9 Apr 2026, 6:00 pmClosed
Executive Engineer,Tapi (R & B) Division,Vyara
REPAIRING AND RENOVATION OF ADARSH NIVASI SCHOOL(BOYS) AT UKAI, TA:SONGADH, DIST :TAPI-VYARA
290578
44 OF 2025-26
Open
Civil Works - Highways
Works
Tapi
16 documents required · 14 mandatory · 2 optional
₹1,500
Yes
Executive Engineer,Tapi (R & B) Division,Vyara
₹37,800
Yes
27 Mar 2026
27 Mar 2026
27 Mar 2026
9 Apr 2026
27 Mar 2026
m Quantity Unit Amount
Specifications) Figures
1 Demolition and disposal of unserviceable materials with all lead and lift.(i) Cement 92.52 CMT. 624.49
2 Demolition including stacking of serviceable materilas and disposal of unserviceable 1.50 CMT. 1084.29
materials with all lead and lift. (i) R.C.C. work
3 Demolition of Brick work and stone masonry including stacking of serviceable 38.22 CMT. 564.15
materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement
4 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable 282.42 SMT. 49.40
materilas and disposal of unserviceable materials with all lead and lift.
5 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 100.00 EACH 257.62
chowkhats architraves, holdfasts and other attachment etc. complete and stacking
them within all lead and lift.(ii) exceeding 3 Sq.M. in area.
6 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and 188.00 RMT. 76.96
clamps including stacking the materials with all lead and lift ( for any dia, of pipe)
7 Dismantling santtary fittings like wash basin . W.C. pan Indian and European type, 72.00 EACH 415.78
flushing tank etc. including stacking the materials with all lead and lift.
8 Removing and scraping of old deteriorated plaster of any thickness fromm wall / 280.23 SMT. 20.05
R.C.C member including stacking of serviceable material and disposal of
unserviceable from site of work with all lead and lift
9 Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- graded 8.71 CMT. 3966.27
stone aggregates 20 mm nominal size) and curing complete including cost of
formwork in (A) Foundation and Plinth (A) PCC
10 Providing and laying controlled cement concrete work M200 and curing complete 8.28 CMT. 6588.07
including the cost of form work but excluding the cost of reinforcement of reinforced
concrete work in All Types of Wall Pardi, Walls
11 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work 923.70 Kg . 78.30
including binding, bending and placing in position complete upto floor two level
,Ground Floor , First floor , Terrace Floor All Floor Level.
12 Brick work using common brunt clay building bricks having crushing strength not 9.41 CMT. 4445.01
less than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1 cement :6
fine sand) etc.comp. (B) Conventional All Floor
13 Half brick masonry in common brunt clay building bricks having crushing strength 25.12 SMT. 675.69
not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in
(B) Conventional , All Floor
14 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single 348.46 SMT. 247.45
or Full/half brick walls for interior plastering upto floor all level and finished even
and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) mixing of water proofing
plaster SBR. All Floor
15 20mm thick sand faced cement plaster on walls upto height 10 metres above ground 145.05 SMT. 412.08
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. with mixing
of water proofing plaster SBR All Floor
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
m Quantity Unit Amount
Specifications) Figures
16 Providing and laying polished Granite Slab 18mm thick in Flooring,Risers of steps, 98.88 SMT. 2502.78
Dedo, window sill, jembs and pillars laid 20mm thick Cement Mortar 1:4 (1-Cement
: 4-Coarse Sand) fixing with adhesive and jointed with Grey Cement Slurry
including full molded round front edges , rubbing and polishing etc. complete.Unit
rate of 1 Sq.Mt.
17 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads 87.12 SMT. 1099.95
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.
18 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in skrting risers of 195.30 SMT. 1169.98
steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and
jointed with white cement slurry,
19 Providing and fixing flush door both sides laminated andshutter fabricated from 35 25.20 SMT. 4501.57
mm thick solid core malemine faced three layered pre laminated flat pressed wood
based exterior grade bonded BWP/BWR synthetic resin having stamped IS
grade I type II including three coats of lacquer polishing to exposed wooden
surfaces and Stainless steel decorative type designs fixtures / fastening 2Nos.
Handles, 2Nos. Aldropes, towerbolt etc. as per architectural detailed drawing and as
directed by engineer in charge..
20 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter 43.68 SMT. 2615.04
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.
21 Providing and fixing, repairing of door & window 35 mm thick shutters for Doors, 93.60 SMT. 2474.50
windows and clear story windows and 4mm frosted glass including Two coats of oil
paint to wooden surfaces and Stainless steel decorative type designs all necessary
fixtures / fastening with ancore fastening of old granite or teak wood frame all labour
etc.as directed by engineer in charge.
22 Providing and fixing window having extruded aluminum Colour Powder Coated 30.60 SMT. 1705.66
section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt,
horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of
Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.0.659
Kg/mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @
wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of
0.456Kg/mt with 5 mm thick transparent bronze colour tinted float glass with
powder coated aluminum fittings and fixtures and transparent silicon sealant glass
fixing to frame as per details etc complete for window
23 Providing and fixing standared extruded of alluminium section of size 63mm x 8.64 SMT. 1175.55
38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder Coated alluminium
frame for ventilation with 5 mm thick frosted glass as details etc complete for
Ventilation
24 Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 15.00 SMT. 2186.79
x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with
5 mm thick transparent bronze colour tinted float glass as details etc complete for Fix
window. any design
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
m Quantity Unit Amount
Specifications) Figures
25 Providing and fixing Teak Wood Frame 50 x 75 x 35 mm with 19mm thick ply 21.60 SMT. 4885.37
shuttur with both sides laminated and shutter fabricated from 19 mm thick including
three coats of lacquer polishing to exposed wooden surfaces and Stainless steel
decorative type designs fixtures / fastening 2Nos. Handles, 2Nos. Aldropes,
towerbolt etc.including I.T.W. as per architectural detailed drawing and as directed
by engineer in charge..
26 Providing and fixing M.S. grill of required pattern of windows etc. with M.S.. flats at 146.88 Kg. 113.12
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 etc complete (A)Plain grill
27 Removing old colour by a washing and scraping and sand papering the wall surface 971.43 SMT. 92.96
smooth including necessary repairs to scratches complete and Wall painting (two
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
28 Removing old colour by a washing and scraping and sand papering the wall surface 875.64 SMT. 164.86
smooth including necessary repairs to scratches complete and 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 Finishing wall with weather proof
max exterior paint on wall surface (two coats) to give an required shape even shade
after thoroughly brushing the surface to remove all dirt, and remains of loose
powdered materials.etc complete
29 Applying priming coat over new steel and other metel surface and wooden window 392.58 SMT. 125.72
and door 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.
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
m Quantity Unit Amount
Specifications) Figures
30 Steel work welded in built up sections, framed work including cutting, hoisting, 9.12 Quintal 9108.48
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 main and cross beams, hip and jack rafters, purlins connected to
common rafters and the like.
31 Providing and laying integral cement based water proofing treatment including preparation of 573.22 SMT. 906.98
surface as required for treatment of roofs, balconies, terraces etc. consisting of following
operations.
(a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement
admixed with proprietary water proofing compound comforming to IS:2645 over the R.C.C.
slab including cleaning the surface before tratment.
(b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50%
of cement mortar 1:5 (1 Cement : 5 Coarse sand) admixed with proprietary water proofing
compound conforming to IS:2645
(c) Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar after
openning crack in "V" grove, Making Surface dust free, with a bond coat of polymer as per
the data sheet for crack repairing cracks less than 10mm,brick bats is finally covered by
jointless cement plaster 20mm th. in C.M. 1:4 added with special water proofing compound
confirming to IS:2645 & top smooth finished with trowel with false chequered marking of
300 mm.size.The treatment is carried along the vertical surface of the parapet & other
adjoining wall up to height of about 300 mm in a shape of quarter round vata Incl. curing etc.
Comp. With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(d)
The whole terrace so finished shall be flooded with water for a minimum period of two
weeks for curing and for final test. All above operations to be down in order and as directed
and specified by the engineer-in-charge. With average thickness of 120 mm and minimum
thickness at khurra as 65 mm. (Cement consumption 0.511 Bags / S.M.) NOTE :- (1) The
whole work is to be executed through specialized agency
with a guarantee of 10 (Ten) years given on a prescribed proforma duly stamped (2) The
rate shall include for work at all floors & conducting water proof test as directed. Unit
Rate of 1 Sq.Mt.
32 Providing and laying broken chine mosaic flooring for terrace using 12 mm 529.66 SMT. 765.97
to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or
slope and to be tempered to bring mortar creme out upto surface using white
cement including rounding off junctions and extending them upto 15 cm along the
wall,clearing with water and oxalic acid etc. as directed.
33 Providing & fixing colouron galvaniced steel, zinc / aluminium alluscoated sheet 117.60 SMT. 1103.93
0.80 mm. thick roofing fixed with gslvanised grom J or L hook bolts and bolt 8mm
dia with bituman and impet washer filled withwhite lead etc. Excluding the cost of
purlins rafter and trusses.
34 Providing & Fixing 2 mm thick Solid Polycarbonate sheet for expation joint cover & 47.40 SMT. 1974.55
side wall expation joint covered with surface of the sheet is coated with an anti-UV
Co-extrusion layer having good weather resistance, it can maintain its optical
properties and mechanical performance for a long time. Fasting is usually done by
screws. , The fastening screws should be inserted about 150 mm apart and 200mm
apart Along the supporting wall or rcc mamber or internal purlin and edge pulin.All
fixing holes with diameter at least 2 mm larger than screw must be predrilled into
each screw location. The screws should be 6mm diameter with length according to
sheet thickness and corrosion resistant, with at least heavy duty hot dripped
galvanized or stainless steel. Excluding the cost of purlins rafter and trusses with
scaffolding.
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
m Quantity Unit Amount
Specifications) Figures
35 Providing and fixing rebar of following diameter using chemical grout of 340.00 NOS. 161.60
Swanchore/Hilti/Fischer or equivalent make including cost of all
equipments, tools, material, labour, etc. Standard procedure as
mentioned in manufacturer's specifications shall be strictly followed, which shall be
submitted and got approved from the authority prior to start of work. The rate
shall also include cost of drilling of hole of required diameter and depth as
mentioned in manufacturer's specification, cleaning the hole with required air
blower and other necessary tools and tackles, positioning, providing and grouting
chemical, allied fixtures and fasteners, etc. but excluding the cost of reinforcing bar
etc. complete. Item includes necessary scaffolding, staging, labour, tools and
equipments, etc. complete as directed by the engineer-in-charge. 8 MM DIA BAR,10
MM DIA BAR,12 MM DIA BAR
36 Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar after 120.00 RMT. 202.00
openning crack in "V" grove, Making Surface dust free, with a bond coat of polymer
as per the data sheet for crack repairing cracks less than 10mm
37 Providing and fixing wash down water closet (European type, W.C. Pan) with 4.00 No 3998.02
integral P or S trap including jointing the trap with soil pipe in Cement Mortar 1:1
(1-Cement : 1-fine sand) inculding 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 inculding of 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 . (A) vitreous China Pattern :(i) in white colour
38 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm 18.00 No 1426.85
Including Providing and fixing 100mm size P or S trap for water closet squatting pan
including jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-
Cement : 1-Fine sand)(A) Vitreous China. Including of Providing and fixing in
Cement Mortar 1:3 (1-Cement : 3-coarse sand)a, pair of white vitreous China
250mm x 130mm x 30mm footrest to long pattern squatting pan water closet. (A)
Vitreous China.(I) Long pattern = White colour
39 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 12.00 No 2067.87
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, capstan head, screw down high pressure with screws, shanks and back
nuts. (i) 15mm dia.,Providing and fixing brass screw down stop tap.(A) 15mm
dia..(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In
white colour.
40 Providing and fixing Urinal of approved quality including connection with trap and 12.00 No 1870.02
with integral longitudinal flush pipe.(A) Squating plate pattern white
earthenware 550mm x 300mm. , Providing and fixing C.P. brass waste for
washbasin or sink. (A) 32mmdia.,Providing and fixing pillar tap, capstan head,
screw down high pressure with screws, shanks and back nuts. (i) 15mm ,Providing
and fixing brass screw down stop tap.(A) 15mm dia.
41 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter 60.00 No 585.36
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.
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
m Quantity Unit Amount
Specifications) Figures
42 Providing and fixing screw down bib taps of following size.(A) Brass screw down 50.00 No 186.82
bib tap polished bright. (i) 15mm dia.
43 Providing and fixing Gun metal check or non-return fullway wheel valve. 25mm. dia. 4.00 No 420.63
44 Providing and fixing Gun metal check or non-return fullway wheel valve. 40mm. dia. 2.00 No 663.42
45 Providing and fixing chromium plated brass half trun flush cock of approved quality 22.00 No 263.77
including fixing in pipe line etc. complete.(ii) 25mm dia.
46 Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (A) 6.00 No 132.88
25mm. dia.
47 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 115.20 RMT. 72.64
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.
48 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 66.40 RMT. 91.83
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.
49 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 60.00 RMT. 148.11
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.
50 Providing, laying and jointing in true line and level 110mm diametre U.P.V.C (Type 197.00 RMT. 857.65
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.
51 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and 4.00 No 1246.91
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
52 Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm 4.00 No. 2017.19
including 500mm x 450mm C.I. horizontal grating wih frame complete.
53 Constructing brick masonry chamber for underground C.I. Inspection chamber and 4.00 No 2932.92
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 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.
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
m Quantity Unit Amount
Specifications) Figures
54 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 40.00 RMT. 254.89
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. (B) 150 mm dia.
55 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 20.00 RMT. 356.73
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 dia
56 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 6.00 No. 101.90
57 Providing and fixing in position cowel went to pipes.(C) 100mm dia 4.00 No. 505.17
58 Providing erecting and fixing double coated PVC. (ISI) water tank of required 4000.00 LIT. 3.94
capacity each with all necessary fittings and connection etc. complete on terrace.
Rupees ThirtySeven Lakh SeventySix Thousand Four Hundred Two Paise EightyOne Only
An amount of Rs.1,04,297.21 (Rupees One Lakh Four Thousand Two Hundred Ninety Seven Paise Twenty One Only) towards
estimated salvage value of dismantelled materials likely to be available from dismentalling the existing structure shall be recovered from
the 1st R.A. Bill of this work irrespective of the quantity actually received on site.
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. 37,76,402.81 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.
(5) An amount of Rs.1,04,297.21 (Rupees One Lakh Four Thousand Two Hundred Ninety Seven Paise Twenty One Only) towards
estimated salvage value of dismantelled materials likely to be available from dismentalling the existing structure shall be recovered from the 1st
R.A. Bill of this work irrespective of the quantity actually received on site.
Signature of Bidder
Executive Engineer
Tapi ( R&B) Division
Tapi- Vyara
SHEDULE B Page
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