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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹30.5 L
EMD Value
₹30,600
Closing Date
21 Oct 2026, 6:00 pm4d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer, panchayat, R & B Division, Surat.
PROPOSED GRAM PANCHAYAT BHAVAN AT KADOD TA: BARDOLI, DIST : SURAT
354283
09 of 2026-27
Open
Civil Works - Others
Works
Surat
5 documents required · 5 mandatory
₹1,500
Executive Engineer, panchayat R AND B Division, surat
₹30,600
10 Oct 2026
10 Oct 2026
10 Oct 2026
21 Oct 2026
10 Oct 2026
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
1 Excavation for foundation upto 1.5 m depth including 124.00 CMT. 122.93
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 70.00 CMT. 136.47
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 157.50 CMT. 136.91
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 27.00 CMT. 301.77
watering, ramming & consolidation etc. complete.
5 Filling in plinth with sand under floors including 13.50 CMT. 481.80
watering ramming, consolidating and dressing
complete (A) Foundation and plinth
6 Providing and laying cement concrete 1:2:4 (1-Cement : 26.50 CMT. 3923.85
2- 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 24.00 CMT. 4494.50
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 4.00 CMT. 8226.45
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 5.00 CMT. 8191.10
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 3.50 CMT. 8232.05
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.200 1.00 CMT. 8308.36
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 Terrace Floor
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.250 8.50 CMT. 6440.77
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
13 Providing and laying controlled cement concrete M.200 8.50 CMT. 6406.43
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
14 Providing and laying controlled cement concrete M.200 4.50 CMT. 6447.38
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, First
15 Providing and laying controlled cement concrete M.200 1.00 CMT. 6488.34
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, Terrace
16 Providing and laying controlled cement concrete M.200 11.50 CMT. 6351.89
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
17 Providing and laying controlled cement concrete M.200 5.00 CMT. 6392.84
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 for First Floor
18 Providing and laying controlled cement concrete M.200 0.50 CMT. 6758.92
and curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for reinforced
concrete work in All Thickness in Walls PARDI Ground
19 Providing and laying controlled cement concrete M.200 2.00 CMT. 5951.93
and curing complete inculding the cost of formwork
and Excluding reinforcement for reinforced concrete
work in All Types of Stair case upto Ground Floor
20 Providing and laying controlled cement concrete M.200 2.00 CMT. 5949.91
and curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for reinforced
concrete work in Lintel upto Ground Floor
21 Providing and laying controlled cement concrete M.200 1.00 CMT. 5990.86
and curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for reinforced
concrete work in Lintel upto First Floor
22 Providing and laying controlled cement concrete M.200 4.00 CMT. 5738.82
and curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for reinforced
concrete work in Chajja. Upto Ground 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 and laying controlled cement concrete M.200 2.00 CMT. 5779.77
and curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for reinforced
concrete work in Chajja. Upto First Floor
24 Providing and fixing TMT bars Fe-500D steel 10299.00 Kg . 77.58
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).
25 Applying general insecticide pest control treatment to 89.50 SMT. 91.62
floors, cupboards etc including labour material etc.
complete. Using Heptachloride 20 EC. As Per
6113_pests Consentration Weight 0.50 percent is
recommended one litre chemical emulsion dillute with
26 Brick work using common brunt clay building bricks 13.50 CMT. 4214.32
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 Plinth
27 Brick work using common brunt clay building bricks 33.00 CMT. 4503.04
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
28 Brick work using common brunt clay building bricks 21.50 CMT. 4545.16
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
29 Brick work using common brunt clay building bricks 4.00 CMT. 4587.27
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 Terrace Floor
30 Half brick masonry in common brunt clay building 21.50 SMT. 685.65
bricks having crushing strength not less than
Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse
sand ) in (B) Conventional Ground Floor
31 Half brick masonry in common brunt clay building 23.50 SMT. 741.48
bricks having crushing strength not less than
Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse
sand ) in (B) Conventional First Floor
32 Providing 15mm thick cement plaster in single coat on 322.00 SMT. 161.19
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
33 Providing 15mm thick cement plaster in single coat on 124.00 SMT. 185.75
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
34 Providing 15mm thick cement plaster in single coat on 17.50 SMT. 210.32
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) Terrace Floor
35 Providing & laying10 mm. thick cement plaster in 86.50 SMT. 148.31
single 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
36 Providing & laying10 mm. thick cement plaster in 39.00 SMT. 171.24
single 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
37 Providing & laying10 mm. thick cement plaster in 9.00 SMT. 194.17
single 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) Terrace
38 20mm thick sand faced cement plaster on walls upto 284.50 SMT. 315.68
height 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
39 Providing throating or plaster drip and moulding to 60.00 RMT. 44.27
R.C.C. Chhajja.
40 Providing and laying polished Granite Slab 18mm thick 11.50 SMT. 2377.54
in 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.
41 Providing and laying polished Granite Slab 18mm thick 66.00 SMT. 2408.85
in 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
42 Providing and laying Vitrified tiles 8 to 10 mm thick , 101.50 SMT. 1120.36
24'' 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.
43 Providing and laying Vitrified tiles 8 mm thick , 24'' x 62.00 SMT. 1195.02
24'' in 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.
44 Providing and fixing 37 mm thick flush door both sides 20.00 SMT. 3767.30
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
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
45 Providing and fixing FRP frame size 125x65 mm and 5.50 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.
46 Providing and fixing window having extruded aluminum 22.50 SMT. 1583.95
Colour anodized section frame main outer size 95mm x
24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal
Three track member size 92mm x 31.75mm x
1.30mm,@ Wt.1.07 Kg/mt , vertical member of size
92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with
two sliding shutters of horizontal member size
mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical
member of size 40mm x 18mm x 1.29 mm @ wt.of
0.456Kg/mt/ with one mosquito net 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
47 Providing and fixing standared extruded of alluminium 2.50 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
48 Providing and fixing M.S. grill of required pattern of 140.00 Kg. 117.16
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 463.50 SMT. 130.64
(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.
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
50 Applying two coats of Birla (white cement based) or 134.50 SMT. 173.19
(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.
51 Finishing wall with weather proof exterior emulsion 284.04 SMT. 166.65
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. 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 11.50 SMT. 128.62
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
53 Steel work welded in built up sections, framed work 2.96 Quintal 9108.48
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
54 Providing & fixing colouron galvaniced steel, zinc / 16.50 SMT. 1277.65
aluminium alluscoated sheet 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.
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
55 Providing and laying integral cement based water 75.00 SMT. 880.72
proofing 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
56 Providing and laying broken chine mosaic flooring 75.00 SMT. 779.69
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
57 Providing and fixing Stainless Steel railing having 50 11.00 RMT. 3101.71
mm dia hollow stainless steel pipe as hand rail and
mm dia hollow stainless steel pipe with combination of
10 cm long 16mm dia pipe as per virtical supports
mm dia hollow stainless steel pipes H
58 Providing and constructing sandwitch type Granite stone 2.80 RMT. 3589.54
top & bottom Kota Stone platform 0.6 mt. wide &
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
59 Providing and fixing wash down water closet (European 3.00 No 4327.52
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
60 Providing and fixing washbasin with single hole for 3.00 No 2461.70
pillar 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,
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
61 Providing and fixing PVC SWR Nahni trap IS 14735 for 6.00 No 599.63
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.
62 Providing and fixing screw down bib taps of following 6.00 No 186.82
size.(A) Brass screw down bib tap polished bright. (i)
63 Providing & fixing of overhead shower 80 mm (3”) dia 1.00 No 1151.87
with 3 flow with Overhead Shower arm 200 mm with
wall flange complete (i) 15mm dia.,Providing and fixing
brass screw down stop tap.(A) 15mm dia. (900 +
64 Providing and fixing Kitchen sink with C.I. or M.S. 1.00 No 3204.92
brackets, painted white including cutting holes in walls
and making good the same (C) S.S. & Sink.(i) 600mm
x 450mm x 150mm size with Providing and fixing C.P.
brass waste for washbasin or sink. (A)
65 Providing and fixing 600mm x 450mm bevelled edge 3.00 No 859.40
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.
66 Providing and fixing C.P. brass towel rail comlete with 1.00 No 616.42
C.P. brass brackets fixed to wooden plugs with C.P.
brass scews.(B) 600mm x 20mm size.
67 Providing and fixing 600mm x 120mm glass shelf with 1.00 No 544.51
C.P.brass bracket and guard rail complete mixed to
wooden plug with C.P. brass screws
68 Providing and fixing Gun metal check or non-return 2.00 No 420.63
fullway wheel valve. 25mm. dia.
69 Providing and fixing Gun metal check or non-return 2.00 No 663.42
fullway wheel valve. 40mm. dia.
70 Providing and fixing chromium plated brass half turn 4.00 No 263.77
flush cock of approved quality including fixing in pipe
line etc. complete.(ii) 25mm dia.
71 Providing and fixing ball cock of approved. quality as 1.00 No 132.88
directed.(A) Copper Metal (A) 25mm. dia.
72 Providing laying and jointing in true line and level 30.00 RMT. 72.64
15mm 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.
73 Providing laying and jointing in true line and level 46.00 RMT. 91.83
25mm 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
74 Providing laying and jointing in true line and level 10.00 RMT. 195.66
50mm 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.
75 Providing, laying and jointing in true line and level 110 57.00 RMT. 878.56
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.
76 Providing and fixing S.W. gully trap with C.I. grating 2.00 No 1246.91
brick 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
77 Constructing Brick masonry road gully chamber 500mm 3.00 No. 2017.19
x 450mm x 600mm including 500mm x 450mm C.I.
horizontal grating wih frame complete.
78 Constructing brick masonry chamber for underground 3.00 No 2932.92
C.I. 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.
79 Providing laying (to level or slopes) and jointing 12.00 RMT. 257.18
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
80 Providing laying (to level or slopes) and jointing 10.00 RMT. 359.84
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.(C) 250 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
81 Providing laying (to level or slopes) and jointing 10.00 RMT. 678.02
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
82 Providing & fixing G.I. Rain water spout of 50 mm.dia 2.00 No. 101.90
& 30 cm length etc.
83 Providing and fixing in position cowel went to pipes.(C) 2.00 No. 505.17
84 Providing erecting and fixing double coated PVC. (ISI) 1000.00 Lit 3.94
water tank of required capacity each with all necessary
fittings and connection etc. complete on terrace.
Rupees Thirty Lakh FiftyThree Thousand Six Hundred SeventySeven Paise TwentyFive Only
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. 30,53,677.25 Estimated Amount Put to tender.30,53,677.25
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
Signature of Bidder
Deputy Executive Engineer Divisional Accountant
Panchayat ( R&B) Sub Division Panchayat ( R&B) Division
Bardoli Surat
Executive Engineer
Panchayat ( R&B) Division
SHEDULE B Page
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8.tender booklet-1.pdf
3 A1 building booklet.pdf
2.0 GR For Building Work.pdf
5. GR Performance Bond and Bitumen date.pdf
Building Test schedule.pdf
Environment GR_11zon.pdf
1.0 NIT PANCHAYAT BHAVAN AT KADOD BARDOLI 40L.pdf
2.0 SBD PANCHAYAT BHAVAN AT KADOD BARDOLI 40L.pdf
3.0 Specification PANCHAYAT BHAVAN AT KADOD BARDOLI 40L.pdf
BOQ.pdf
DMO_2876_01-May-2025_273.pdf
SBD For VC AND SC.pdf
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