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Tender ID
Tender Value
₹19.0 L
EMD Value
₹18,900
Closing Date
9 Feb 2026, 6:00 pmClosed
Executive Engineer, Panchayat (R&B) Division, Valsad
New Gujarat Pettarn-2025-26 Proposed Higher Secondary Kumar Hostel Multipurpose Shed and Madhyahan Bhojan Facility Works. Tal. Dharampur, Dist. Valsad. (Re-invite)
271376
41 of 2025-26
Open
Civil Works - Buildings
Works
Valsad
5 documents required · 5 mandatory
₹900
Yes
Executive Engineer, Panchayat (R&B) Division, Valsad
₹18,900
Yes
31 Jan 2026
31 Jan 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
Item No. Quantity Unit Amount
Specifications) Figures
1 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 126.00 CMT. 117.07
useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose
or soft soil
2 Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out and 74.00 CMT. 129.80
stacking of useful materials and disposing off the excavated stuff upto 50 Meter
lead. (A) Loose or soft soil
3 Filling available excavated earth (Including rock in trenches plinth, sides of foundations 168.00 CMT. 130.39
etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by
ramming and watering)
cm. Thickness. Incl. watering, ramming & consolidation etc. complete.
5 Filling in plinth with sand under floors including watering ramming, consolidating 20.00 CMT. 460.18
and dressing complete
6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- coarse sand : 4- hand 33.50 CMT. 3855.17
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 and curing complete inculding 18.50 CMT. 4419.76
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 curing complete inculding 4.50 CMT. 7963.85
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 curing complete inculding 3.00 CMT. 7927.49
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
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
10 Providing and laying controlled cement concrete M.200 and curing complete inculding 0.50 CMT. 7967.58
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 and curing complete inculding 9.50 CMT. 6265.03
the cost of formwork but Excluding the cost of the cost of reinforcement for reinforced
concrete work in Beams. (E) Beam, upto Plinth
12 Providing and laying controlled cement concrete M.200 and curing complete inculding 3.50 CMT. 6269.77
the cost of formwork but Excluding the cost of reinforcement for reinforced concrete
work in All Types of Beams,(E) Beam, Ground Floor
13 Providing and laying controlled cement concrete M.200 and curing complete inculding 5.50 CMT. 6229.68
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 and curing complete inculding 0.50 CMT. 5795.38
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 and curing complete inculding 2.00 CMT. 5618.63
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 reinforcement for R.C.C. work including 5666.50 Kg . 76.23
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 having crushing strength not less 11.50 CMT. 4021.02
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
18 Brick work using common brunt clay building bricks having crushing strength not less 18.00 CMT. 4295.99
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
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
19 Brick work using common brunt clay building bricks having crushing strength not less 3.50 CMT. 4336.18
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 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or 113.50 SMT. 153.19
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
21 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or 14.50 SMT. 176.58
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
22 Providing & laying10 mm. thick cement plaster in single coat on fair side of ceilings 41.50 SMT. 140.94
for interior plastering upto floor two level and finishing with smooth mala plaster.(i)
Cement mortar 1:4 (1 cement : 4 sand) Ground Floor
23 20mm thick sand faced cement plaster on walls upto height 10 metres above ground 131.00 SMT. 300.65
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
Providing throating or plaster drip and moulding to R.C.C. Chhajja. 24.00 RMT. 42.16
25 Providing 20 mm deep finished groove in plaster in line and level etc. Comp. For all 24.00 RMT. 30.30
26 Providing and laying polished Granite Slab 18mm thick in Flooring laid 20mm thick 8.50 SMT. 2377.54
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.
27 Providing and laying polished Granite Slab 18mm thick in Risers of steps Dedo, 13.00 SMT. 2408.85
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
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
28 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of 117.50 SMT. 1073.12
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
29 Rooms.
Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 56.00 SMT. 1073.90
10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white
cement slurry
30 Providing and fixing 37 mm thick flush door both sides laminated andshutter fabricated 5.50 SMT. 3737.00
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
31 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter having 1.89 SMT. 2615.04
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.
32 Providing and fixing window having extruded aluminum Colour anodized section frame 6.00 SMT. 1713.69
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 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 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.
33 Providing and fixing standared extruded of alluminium section of size 63mm x 1.00 SMT. 1175.55
38.10mm x 1.2mm (Wt. 0.643 Kg/mt) with colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass as details etc complete for Ventilation
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
34 Providing and fixing M.S. grill of required pattern of windows etc. with M.S.. flats at 127.00 Kg. 111.60
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
35 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or equivalent 72.01 SMT. 161.45
& 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
36 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or equivalent 41.50 SMT. 166.87
& 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.
37 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to 131.00 SMT. 160.59
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
38 Applying priming coat over new steel and other metel surface after and including 112.00 SMT. 122.49
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
Item No. Quantity Unit Amount
Specifications) Figures
39 Steel work welded in built up sections, framed work including cutting, hoisting, fixing 17.92 Quintal 9047.86
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
40 Providing and laying integral cement based water proofing treatment including 41.50 SMT. 854.46
preparation of surface as required for treatment of roofs, balconies, terraces etc.
consisting of following operations.
41 (a) Applying
Providing andlaying
and grouting a slurrychine
broken coat ofmosaic
neat cement u
flooring for terrace using 12 mm to 41.50 SMT. 747.28
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
42 Providing and constructing sandwitch type Granite stone top & bottom Kota Stone 8.00 RMT. 4269.27
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 450 x 380 x 250 mm s.s.sink.
43 Providing & fixing colouron galvaniced steel, zinc / aluminium alluscoated sheet 0.80 112.00 SMT. 1161.50
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.
44 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets 2.00 No 2384.71
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,
45 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with 4.00 No 571.08
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.
46 Providing and fixing screw down bib taps of following size.(A) Brass screw down bib 3.00 No 186.82
tap polished bright. (i) 15mm dia.
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
47 Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass mounted 2.00 No 833.73
on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge with C.P. brass
screws and washers.
48 Providing and fixing Gun metal check or non-return fullway wheel valve. 25mm. dia. 2.00 No 420.63
49 Providing and fixing chromium plated brass half turn flush cock of approved quality 2.00 No 263.77
including fixing in pipe line etc. complete.(ii) 25mm dia.
50 Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (A) 1.00 No 132.88
25mm. dia.
51 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) 6.00 RMT. 72.64
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.
52 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) 26.00 RMT. 91.83
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.
53 Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) 19.00 RMT. 836.73
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.
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
54 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water 2.00 No 1246.91
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
55 Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including 2.00 No. 2017.19
500mm x 450mm C.I. horizontal grating wih frame complete.
56 Constructing brick masonry chamber for underground C.I. Inspection chamber and 2.00 No 2932.92
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.
57 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 5.00 RMT. 248.67
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
58 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 10.00 RMT. 665.47
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
59 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 2.00 No. 101.90
60 Providing and fixing in position cowel went to pipes.(C) 100mm dia 1.00 No. 501.86
SHEDULE B Page
Description of Item (With brif Specification And Reference to Book of Rate in
Item No. Quantity Unit Amount
Specifications) Figures
61 Providing erecting and fixing double coated PVC. (ISI) water tank of required capacity 1000.00 Lit 3.94
each with all necessary fittings and connection etc. complete on terrace.
SHEDULE B Page
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01 KUMAR SHALA DRG.pdf
1.0 PUT TO KUMARSHALA 25L.pdf
2-GR file.pdf
2-GR for STEEL.pdf
2-GR.pdf
3.0 Specification KUMARSHALA 25L.pdf
4.0 SBD KUMARSHALA 25L.pdf
Building-Specification Book.pdf
nSche-B KUMARSHALA 25L (1).pdf
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