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Tender Value
₹7.7 L
EMD Value
₹8,000
Closing Date
30 Sept 2026, 6:00 pm3d left
Executive Engineer, Panchayat (R&B) Division, Valsad
New Gujarat Pettarn-2025-26 , Construction Shed work at Kakadkuva Samsanbhumi . Tal. Dharampur, Dist. Valsad
347561
16 of 2026-27
Open
Civil Works - Buildings
Works
Valsad
6 documents required · 6 mandatory
₹900
Executive Engineer, Panchayat (R and B) Division, Valsad
₹8,000
22 Sept 2026
22 Sept 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Excavation for foundation upto 1.5 m depth
including sorting out and stacking of
1 useful materials and disposing off the 51.12 CMT. 117.07
excavated stuff upto 50 Meter lead. (A) Loose
or soft soil ' ( I ) 0 To 1.5 mt. Depth
Excavation for foundation upto 1.5 m to 3.0 m
depth including sorting out and stacking
of useful materials and disposing off the
excavated stuff upto 50 Meter lead. (A) Loose
or soft soil ' ( II ) 1.5 To 3.0 MT Depth
Filling available excavated earth (Including
rock in trenches plinth, sides of foundations etc.
3 in layers not exceeding 20 cm. in depth 49.49 CMT. 130.39
consolidating each deposited layer by ramming
and watering)
Providing & filling in plinth with murrum or
Thickness. Incl. watering, ramming &
consolidation etc. complete.
Filling in plinth with sand under floors
including watering ramming, consolidating
and dressing complete '(A) Foundation and
Providing and laying cement concrete 1:2:4 (1-
Cement : 2- coarse sand : 4- hand Machine
6 crushed stone aggregates 40 mmnominal size) 18.10 CMT. 3855.17
and curing complete including cost of
formwork in (A) PCC
Providing and laying controlled cement
concrete M.200 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
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing and laying controlled cement
concrete M.200 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
Providing and laying controlled cement
concrete M.200 and curing complete inculding
the cost of formwork but Excluding the cost of
9 reinforcement for reinforced concrete work in 0.32 CMT. 7927.49
All Types of Column D) Column, Pillers, posts
and struts, upto Ground Floor
Providing and laying controlled cement
concrete M.200 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
Providing and fixing TMT bars Fe-500D steel
reinforcement for R.C.C. work including
11 binding, bending and placing in position 2089.30 Kg 76.21
complete upto floor two level ,Ground Floor,
(all floor).
Brick work using common brunt clay building
bricks having crushing strength not less than
kg/sqcm. in foundation and plinth in cement
mortar 1:6 (1 cement :6 fine sand) etc.comp.
(B) Conventional Ground floor upto Plinth
20mm thick sand faced cement plaster on walls
upto 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
Providing and laying polished Kota stone slab
flooring 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
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing and laying polished kota stone slab
25mm 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
Finishing wall with weather proof exterior
emulsion 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
16 materials.etc complete. Priming: Apply a liberal 12.78 SMT 160.59
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
Applying priming coat over new steel and other
metel 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
17 red lead. and Painting two coats (excluding 123.75 SMT 122.49
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.
Steel work welded in built up sections, framed
work including cutting, hoisting, fixing in
position and applying a priming coat of red lead
18 paint :- 16.09 Quintal 9047.86
(A) In beams and joints channels angles,
column, tees, flats with connecting plates or
angle cleats as in
Providing & fixing colouron galvaniced steel,
zinc / 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 Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing, laying and jointing in true line and
level 110 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.
I we am / are willing to carry out the work at …................................ % above/ Below percent (
Estimated Amount Put to tender. 18,98,367.32 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.
Signature of Bidder
Deputy Executive Engineer, Executive Engineer
Panchayat ( R&B) Sub Division, Panchayat ( R&B) Division
Dharmpur Valsad
SHEDULE B Page
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details.html
RAW_HTML
02-SBD _Kakadkuva Smasanbhumi-shed.pdf
2-GR file.pdf
2-GR for STEEL.pdf
2-GR.pdf
BOQ-SHED- Kakadkuva Smasanbhumi.pdf
Building-Specification Book.pdf
SHED DRG.pdf
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