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Tender Value
₹11.8 L
EMD Value
₹11,800
Closing Date
23 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, Valsad
PROPOSED CONSTRUCTION OF SCHOOL ROOMS AT SARVARTATI MULGAM , TA:KAPRADA , DIST: VALSAD. (Re-invite)
296955
51 of 2025-26
Open
Civil Works - Buildings
Valsad
5 documents required · 5 mandatory
₹900
Executive Engineer, Panchayat (R&B) Division, Valsad
₹11,800
16 Apr 2026
16 Apr 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
1 Excavation for foundation upto 1.5 m depth including 64.01 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 33.86 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 84.53 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 10.87 CMT. 289.06
watering, ramming & consolidation etc. complete.
5 Filling in plinth with sand under floors including 10.87 CMT. 460.18
watering ramming, consolidating and dressing
complete (A) Foundation and plinth
6 Providing and laying cement concrete 1:2:4 (1-Cement : 12.28 CMT. 3855.17
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 8.30 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 2.77 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 3.81 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 0.63 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 4.82 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 5.70 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 8.69 CMT. 6167.06
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 0.38 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 0.72 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 4054.31 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 Applying general insecticide pest control treatment to 72.44 SMT. 89.28
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
18 Brick work using common brunt clay building bricks 5.70 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 Plinth
19 Brick work using common brunt clay building bricks 25.32 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
20 Brick work using common brunt clay building bricks 4.55 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
21 Providing 15mm thick cement plaster in single coat on 178.10 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 19.80 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 72.44 SMT. 140.94
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
24 20mm thick sand faced cement plaster on walls upto 147.61 SMT. 300.65
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
25 Providing throating or plaster drip and moulding to 16.00 RMT. 42.16
R.C.C. Chhajja.
26 Providing 20 mm deep finished groove in plaster in line 16.00 RMT. 30.30
and level etc. Comp. For all Floor
27 Providing and laying polished Granite Slab 18mm thick 3.60 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.
28 Providing and laying polished Granite Slab 18mm thick 15.83 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
29 Providing and laying polished Kota stone slab flooring 56.25 SMT. 1029.22
over 20mm (Average) thick base of cement mortar 1:6
(1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and
jointed with grey cement slurry including rubbing and
polishing etc. complete. (B) 30 mm thic
30 Providing and laying polished kota stone slab 25mm 8.58 SMT. 1089.66
thick in risers of steps,skirting Dedo and pillars laid on
10mm thick cement mortar 1:3 (1-Cement : 3 coarse
sand) and jointed with gray cement slury mixed with
pigment to match the shade of slab includin
31 Providing and fixing 37 mm thick flush door both sides 2.94 SMT. 3735.99
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
32 Providing and fixing window having extruded aluminum 8.37 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
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 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
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 M.S. grill of required pattern of 83.70 Kg. 112.11
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
34 Applying two coats of Birla (white cement based) or 197.90 SMT. 126.35
(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.
35 Applying two coats of Birla (white cement based) or 72.44 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.
36 Finishing wall with weather proof exterior emulsion 147.61 SMT. 160.59
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
37 Applying priming coat over new steel and other metel 14.85 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
38 Steel work welded in built up sections, framed work 0.73 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
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
39 Providing and fixing in position callapsible steel shutters 8.25 SMT. 5785.56
with vertical channels 20 x 10 x 2 mm braced with flat
iron diagonals 20 x 5 mm size with top and bottom rails
of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys
complete with bolts, nuts, locki
40 Providing and laying broken chine mosaic flooring 72.44 SMT. 747.28
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
41 Providing, laying and jointing in true line and level 110 6.00 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.
Rupees Eleven Lakh SeventyFive Thousand Two Hundred EightyFive Paise NinetyFour 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. 11,75,285.94 Estimated Amount Put to tender.11,75,285.94
Deduct…........ % Below Deduct…........ % Below
In Words In Words
(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge
for which no extra payment shall be made.
(2) The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
(3) GST and Income tax TDS will be deducted at a source while making payments of bills
(4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017
Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per
actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate
of input rate mentioned in all the tender.
Signature of Bidder
Deputy Executive Engineer Divisional Accountant
Panchayat ( R&B) Sub Division Panchayat ( R&B) Division
Dharampur Valsad
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
Executive Engineer
Panchayat ( R&B) Division
SHEDULE B Page
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2.0 SBD 15L SARVARTATI MULGAM (1).pdf
3.1 Building-Specification Book.pdf
Sch-B SARVARTATI MULGAM (1).pdf
3.0 Specification 15L SARVARTATI MULGAM (1).pdf
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