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Tender ID
Tender Value
₹12.4 L
EMD Value
₹13,000
Closing Date
27 Mar 2026, 6:00 pmClosed
Executive Engineer, R & B Division, Godhra
Addition and Alteration To Judge Bunglow At. Shahera, Dist. Panchamahal
287924
36 OF 2025 - 26 (FIFTH ATTEMPT)
Open
Civil Works - Buildings
Works
Panchmahal
2 documents required · 2 mandatory
₹900
Yes
EXECUTIVE ENGINEER, R & B DIVISION, GODHRA
₹13,000
Yes
18 Mar 2026
18 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
Name of Work :- Addition and Alteration To Judge Bunglow At. Shahera, Dist.
BILL OF QUANTITIES
Memorandum showing item of works to be carried out.
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
1 Providing and laying controlled cement concrete M.150 for curing complete 39.00 Cum 3784.60
excluding cost of formwork and reinforcement for reinforced concrete work
in (A) Foundations, footings,Base of columns and Mass concrete
2 Compaction and finishing of cement concrete road by tremix process, 128.00 Smt. 71.71
providing extra labour charge for tremix ( Vaccum dewatering service )
process on cement concrete road surface by using vaccum dewatering
pump floater surface vibrator including making groove 5mm width and filling
with polyvynile polymer and rough finish to surface as per instruction
including leveling etc. complete.
3 Providing ISI Mark T.M.T. bar Fe500D reinforcement for R.C.C work 960.00 Kg 76.21
including bending, binding and placing in position complete upto floor
two lavel For All Floor
4 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 6.00 Cum 2980.90
hand broken stone aggregates 40 mmnominal size) and curing complete
excluding cost of formwork in (A) Foundation and Plinth
5 Pro. And fixing single layer water proof gypsum board 12.5 mm thick 75.00 Smt. 606.95
sections using water proof board of size 1220 mm x 1830 mm x 8.0 mm
suspended by GI suspender channel of size 25 mm x 3 mm with
intermediate channel og size 18 mm x 40 mm x 0.8 mm at 1220 mm center
to center ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c
and perimeter channel A of size 20 mm x 27 mm x 30 mm x 0.5 mm at
edges & drops incl.paper tap sand sofit cleat, anchor fastener, scoch bolt
connecting cleat,joining compound top coat on ceiling incl.making
necy.opening for light fitting,diffuser etc. comp. as per detail drawing as
6 Providing & fixing M.S. grills of required pattern in gaps of openings 2100.00 Kg 109.08
including frame work etc. with one coat of red lead paint & two coats of oil
paint etc. complete.
7 Providing corrugated G.I. Sheets roofing fixed with galvanised iron J or L 168.00 Smt. 727.13
hooks,Bolt & nuts 8mm dia with bitumen and G.I. limpet washer filled with
white lead complate including the coat of purlinss,Rafters (1) 0.80mm thick
8 Providing and laying polished Kota stone slab flooring over 20mm (Average) 200.00 Smt. 976.72
thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-
Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry
mixed with pigment to match the shade of slab including rubbing and
polishing etc. complete. (A) 25mm thick
9 Dismentaling tiled of stone floors laid in mortar including stacking of 150.00 Smt. 46.77
serviceable materilas and disposal of unserviceable materials with all lead
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
10 Applying two coats of putty & two coats of primer of approved brand and 310.00 Smt. 119.49
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. & Wall painting (two 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
11 Painting two coats (excluding priming coat) on previously painted steel and 348.00 Smt. 109.74
other metal surface with enamel paint, brushing to give an even shade
including cleaning the surface of all dirt, dust and other foreign matter.
12 Finishing wall with weather proof exterior emulsion paint on wall surface 938.00 Smt. 114.53
(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
13 Providing and arranging High Back Chair having Seat & back 1.00 No. 7544.70
cushioned on ply, aluminum die casted arms with cushioned pad,
synchro mechanism with multi position locking system, gas lift, chrome base
including all materials and labour etc. complete as per drawing and
instruction of engineer-in charge. Size : max.1290 mm, Min. 1180 mm,
Seat : 510mm x 530mm, Back : 790mm x 540mm
14 Providing and arranging table top made of 36mm thick MR grade plywood 1.00 No. 27504.80
with nail curvica laminate finish. Leg & frame to be made from 50 x
x 1.6mm size & 50mm x 25mm x 1.8mm size CRC square pipe powder
coated 50 micron finish with levlar apron 18 mm thick MR grade
plywood with laminate finish. Drawer Unit - 450 x 550 x 600 mm made of
all structures 18 mm thick MR grade plywood with laminate finish. Drawer
run on Ebco make telescopic channel with Godrej / Ebco make lock
inside 0.8mm thick laminate of approved shade. Complete as per
drawing and instruction of Engineer-in charge. Table for Steno :Size :
15 Providing, fixing and arranging material welded construction excluding 3.00 N0. 10958.50
leveller construction 0.7 mm thick (+/- 0.07mm) CRCA sheet for
shelf, 0.8mm thick (+/- 0.09 mm) High yield strength CRCA sheet for
doors and back, 0.9mm thick(+/- 0.08mm) CRCA sheet for all other
components, CRCA sheet 'D' grade high yield strength as per IS :
Locking and Handle Mazak handle and three way locking mechanism
with shooting bolt. Shelving height wise adjustable shelf mounting,
Uniformly Distributed load capacity per each shelf is 40Kg maximum,
4 Nos. of adjustable full shelf and box file A4 size (85W x 345H x 285D)
can be stored vertically on three shelves and clear space above fourth shelf
is 240mm. Finished with epoxy powder coated to the thickness of
microns (+/-10) including all necessary fixtures, fasteners machinery etc.
complete as per photographs / drawing and directed by Engineer-in charge.
Storewell plain size916mm x 486mm x 1980mm (H)
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
16 Providing and Fixing Premium quality PVC set of Eight Kitchen trolleys of 1.00 No. 22669.45
size 17 inches wide and 20 inches depth with telescopic channels and other
required fixtures for different utensils as cup and aucers,spoon,dishes,bowel
and other as required for kitchen with all necessary fittings and labour as
directed by Engineer in charge etc. complete ; Set
17 Providing and laying Machine-cut 15 to 18mm thick granite stone in jams & 53.00 Smt. 2331.09
soffit & sill of door in single piece laid on 10 mm thick cement mortar 1:3 (1
cement : 3 coarse sand) and jointed with cement slurry including curing,
cutting, polishing, round moulding etc complete.
Rs. Twelve lakhs Forty Three Thousand Seven Hundred Forty Two and Seventy Nine Paisa Only.
I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written
in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
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.
5. The Contractor will have to submit the mix design for different grades of cement concrete at his own cost before
execution as directed and to be approved from the Engineer in charge.
6. Credit for 70% of Diversion and other dismantalled materials of amount of Rs. 5000.00 must be recovered from 1st
R.A. bill of Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Executive Engineer
R & B Division,
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
NOTES.pdf
BOQ.pdf
SBD.pdf
SCH OF TEST.pdf
Spe. Conditions - Building.pdf
SPECI.pdf
STD SPECI.pdf
NIVIDA.pdf
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