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Tender Value
₹46.9 L
EMD Value
₹47,000
Closing Date
30 Sept 2026, 6:00 pmDue tomorrow
Executive Engineer, Panchayat (R&B) Division, Valsad
CDP-5 Yojna 2025-26 Construction of Atalwadi at Various Grampanchayat Village of Kaprada & Nanapondha Taluka Dist.Valsad (KPR/Atlwadi-1,) 1. Varvath
348334
16 of 2026-27
Open
Civil Works - Buildings
Works
Valsad
5 documents required · 5 mandatory
₹1,500
Executive Engineer, Panchayat (R and B) Division, Valsad
₹47,000
23 Sept 2026
23 Sept 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
1 Excavation for foundation upto 1.5 m depth including 298.00 CMT. 117.07
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 84.50 CMT. 129.80
including sorting out and stacking of useful
materials and disposing off the excavated stuff upto
Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT
3 Filling available excavated earth (Including rock in 310.50 CMT. 130.39
trenches plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each deposited
layer by ramming and watering)
4 Providing & filling in plinth with murrum or yellow soil or 112.00 CMT. 289.06
ramming & consolidation etc. complete.
5 Filling in plinth with sand under floors including 56.00 CMT. 460.18
watering ramming, consolidating and dressing
complete (A) Foundation and plinth
6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 87.00 CMT. 3855.17
coarse sand : 4- hand Machine crushed stone aggregates
40 mmnominal size) and curing complete including cost of
formwork in (A) PCC
7 Providing and laying controlled cement concrete M.250 41.50 CMT. 4419.76
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in foundation, footings base of column and
mass concrete. (A) Footing
8 Providing and laying controlled cement concrete M.250 8.50 CMT. 7963.85
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in All Types of Column D) Column, Pillers,
posts and struts , upto Plinth
9 Providing and laying controlled cement concrete M.200 9.00 CMT. 7927.49
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in All Types of Column D) Column, Pillers,
posts and struts, upto Ground Floor
10 Providing and laying controlled cement concrete M.200 2.00 CMT. 7967.58
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in All Types of Column D) Column,
Pillers, posts and struts, upto First Floor
11 Providing and laying controlled cement concrete M.250 26.00 CMT. 6265.03
and curing complete inculding the cost of formwork but
Excluding the cost of the cost of reinforcement for
reinforced concrete work in Beams. (E) Beam, upto
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
12 Providing and laying controlled cement concrete M.200 9.50 CMT. 6269.77
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in All Types of Beams,(E) Beam, Ground
13 Providing and laying controlled cement concrete M.200 11.10 CMT. 6229.68
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in All Types of Slab,All Thickness (C) Slab
upto Plinth and Ground Floor
14 Providing and laying controlled cement concrete M.200 1.50 CMT. 5795.38
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in Lintel upto Ground Floor
15 Providing and laying controlled cement concrete M.200 1.50 CMT. 5618.63
and curing complete inculding the cost of formwork but
Excluding the cost of reinforcement for reinforced
concrete work in Chajja. Upto Ground Floor
16 Providing and fixing TMT bars Fe-500D steel 13067.50 Kg . 76.24
reinforcement for R.C.C. work including binding, bending
and placing in position complete upto floor two level
,Ground Floor, First Floor , Second Floor, Third Floor,
Terrace Floor (all floor).
17 Brick work using common brunt clay building bricks 26.00 CMT. 4021.02
having crushing strength not less than 35 kg/sqcm. in
foundation and plinth in cement mortar 1:6 (1 cement :6
fine sand) etc.comp. (B) Conventional Ground floor upto
18 Brick work using common brunt clay building bricks 40.00 CMT. 4295.99
having crushing strength not less than 35 kg/sqcm. in
superstructure above plinth level upto floor two level in
cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)
Conventional Ground Floor
19 Brick work using common brunt clay building bricks 6.50 CMT. 4336.18
having crushing strength not less than 35 kg/sqcm. in
superstructure above plinth level upto floor two level in
cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)
Conventional First Floor
20 Half brick masonry in common brunt clay building bricks 54.50 SMT. 653.00
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
21 Providing 15mm thick cement plaster in single coat on 331.50 SMT. 153.19
Rough (Similar)side of single or Full/half brick walls for
interior plastering upto floor two level and finished even
and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)
Ground Floor
22 Providing 15mm thick cement plaster in single coat on 40.50 SMT. 176.58
Rough (Similar)side of single or Full/half brick walls for
interior plastering upto floor two level and finished even
and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)
First Floor
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
23 Providing & laying10 mm. thick cement plaster in single 96.50 SMT. 140.94
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
24 20mm thick sand faced cement plaster on walls upto height 313.50 SMT. 300.65
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
25 Providing throating or plaster drip and moulding to R.C.C. 20.00 RMT. 42.16
26 Providing 20 mm deep finished groove in plaster in line 20.00 RMT. 30.30
and level etc. Comp. For all Floor
27 Providing and laying polished Granite Slab 18mm thick in 49.50 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. complete.
28 Providing and laying polished Granite Slab 18mm thick in 50.00 SMT. 2408.85
Risers of steps Dedo, window sill, jembs and pillars laid
10 mm thick Cement Mortar 1:4 (1-Cement : 4-Coarse
Sand) and jointed with Grey Cement Slurry including full
molded round edges , rubbing an
29 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' 324.50 SMT. 1073.12
x 24'' in flooring treads of steps and landing laid on a bed
of 12mm thick cement mortar 1:3 (1-cement : 3-coarse
sand ) finishing with flush pointing in white
cement.Soluble Salt PVT. Tiles in All Rooms.
30 Providing and laying white glazed tiles 6mm thick in 206.00 SMT. 1073.90
skrting risers of steps and dedo on 10mm thick cement
plaster 1:3 (1-cement : 3-coarse sand) and jointed with
white cement slurry
31 Providing and fixing 37 mm thick flush door both sides 14.00 SMT. 3737.00
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 grade I type II
including Stainless steel decorative type designs fixtures /
fastening 2Nos. Handles, 2Nos. Aldropes, towerbolt
etc.including I.T.W. triangular batten patti of size
30m.m.x30m.m.etc. as per architectural detailed drawing
and as directed by engineer in charge.
32 Providing and fixing FRP frame size 125x65 mm and 10.08 SMT. 2615.04
35mm 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 Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
33 Providing and fixing window having extruded aluminum 7.50 SMT. 1713.69
Colour anodized 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 0.695 Kg/mt, vertical member of size 61.85 mm x
31.75mm x 1.30 mm @ wt.of 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
0.457 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.
34 Providing and fixing standared extruded of alluminium 4.50 SMT. 1175.55
section of size 63mm x 38.10mm x 1.2mm (Wt.
Kg/mt) with colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass as details etc
complete for Ventilation
35 Providing and fixing M.S. grill of required pattern of 193.05 Kg. 111.60
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
36 Applying two coats of Birla (white cement based) or 166.16 SMT. 161.45
(acrylic lapy- putty) or 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.
37 Applying two coats of Birla (white cement based) or 96.50 SMT. 166.87
(acrylic 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 Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
38 Finishing wall with weather proof exterior emulsion paint 313.50 SMT. 160.59
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. 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
39 Applying priming coat over new steel and other metel 362.50 SMT. 122.49
surface after and including preparing the surface by
throughly cleaning, oil,grease, dirt and other foreign matter
and scoured with brushes fine steel wood, scrapers and
sand paper with ready mixed priming paint brushing red
lead. and Painting two coats (excluding priming coat) on
new steel and other metal surface with enamel paint,
brushing, interior to give an even shade including cleaning
the surface an even shade including cleanicn the surface of
all dirt, dust and other foreign matter.
40 Steel work welded in built up sections, framed work 55.03 Quintal 9047.86
including cutting, hoisting, fixing in position and applying
a priming coat of red lead paint :-
(A) In beams and joints channels angles, column, tees,
flats with connecting plates or angle cleats as in
41 Providing and laying integral cement based water proofing 93.50 SMT. 854.46
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
mm.size.The treatment is carried along
42 Providing corrugated G.I. sheet of class-3 roofing fixed 333.00 SMT. 727.12
with glavanished iron J or L Hooks, Bolts and nuts 8mm
diameter with bitumen and G.I. limpet washer or G.I.
limpet washer. filled with white lead complete excluding
the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick
43 Providing and constructing sandwitch type Granite stone 5.00 RMT. 4335.93
top & bottom Kota Stone platform 0.6 mt. wide & 0.75 mt.
height, including front granite stone patti of 10 cm wide,
vertical partitions of Kota stone with cement Mortar(1:1)
as required comp as per instruction given by site in charge
at all floors. with ss 304 sink 24 x 18 inch .
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
44 Providing and fixing wash down water closet (European 7.00 No 4248.45
type, 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
45 Providing and fixing washbasin with single hole for pillar 7.00 No 2384.71
tap 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,
46 Providing and fixing PVC SWR Nahni trap IS 14735 for 15.00 No 571.08
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.
47 Providing and fixing screw down bib taps of following 15.00 No 186.82
size.(A) Brass screw down bib tap polished bright. (i)
48 Providing and fixing 600mm x 450mm bevelled edge 7.00 No 833.73
mirrror 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.
49 Providing and fixing Gun metal check or non-return 4.00 No 420.63
fullway wheel valve. 25mm. dia.
50 Providing and fixing chromium plated brass half turn flush 7.00 No 263.77
cock of approved quality including fixing in pipe line etc.
complete.(ii) 25mm dia.
51 Providing and fixing ball cock of approved. quality as 2.00 No 132.88
directed.(A) Copper Metal (A) 25mm. dia.
52 Providing laying and jointing in true line and level 15mm 24.00 RMT. 72.64
dia. 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.
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
53 Providing laying and jointing in true line and level 25mm 76.00 RMT. 91.83
dia. 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.
54 Providing, laying and jointing in true line and level 110 42.00 RMT. 836.73
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.
55 Providing and fixing S.W. gully trap with C.I. grating brick 4.00 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
56 Constructing Brick masonry road gully chamber 500mm x 4.00 No. 2017.19
450mm x 600mm including 500mm x 450mm C.I.
horizontal grating wih frame complete.
57 Constructing brick masonry chamber for underground C.I. 2.00 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.
58 Providing laying (to level or slopes) and jointing 20.00 RMT. 248.67
reinforced 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. (B) 150 mm d
59 Providing laying (to level or slopes) and jointing 20.00 RMT. 665.47
reinforced 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
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
60 Providing & fixing G.I. Rain water spout of 50 mm.dia & 3.00 No. 101.90
30 cm length etc.
61 Providing and fixing in position cowel went to pipes.(C) 2.00 No. 501.86
62 Providing erecting and fixing double coated PVC. (ISI) 2000.00 Lit 3.94
water tank of required capacity each with all necessary
fittings and connection etc. complete on terrace.
Rupees Fifteen Lakh TwentyOne Thousand Six Hundred SeventyFive Paise ThirtyTwo Only
SHEDULE B Page
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