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Tender Value
₹49.6 L
EMD Value
₹50,000
Closing Date
23 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panam Project Division, Godhra
Constructing Rest House at Hadaf Dam.Ta. Morva Hadaf. Dist.Panchmahal
284186
34 of 2025-26
Open
Civil - All
Panchmahal
1 document required · 1 mandatory
₹1,500
Yes
Executive Engineer, Panam Project Division, Godhra
₹50,000
Yes
9 Mar 2026
9 Mar 2026
9 Mar 2026
23 Mar 2026
9 Mar 2026
Name of Work :- Constructing Rest House at Hadaf Dam.Ta. Morva Hadaf.
Dist.Panchmahal
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 Demolition of Brick work and stone masonry including stacking of 10.35 m3 536.09
serviceable materilas and disposal of unserviceable materials with all lead
and lift.(ii) In Cement Mortar.
2 Excavation for foundation upto 1.5 m depth including sorting out and 160.00 m3 241.79
stacking of useful materials and disposing off the excavated stuff upto
Meter lead.(B) Dense or Hard soil
3 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 34.00 m3 2948.82
6- Graded brick bat aggregate 40mm normal size) and curing complete
excluding cost of formwork in (A) Foundation and Plinth
4 Providing and laying controlled cement concrete M.200 and curing complete 29.00 m3 5341.30
Including the cost of formwork and reinforcement for reinforced concrete
work in (A) Foundations, footings, Base of columns and Mass concrete
5 Providing and laying controlled cement concrete M.200 and curing complete 110.00 m3 5488.65
Including the cost of formwork and reinforcement for reinforced concrete
work in (C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders and
Cantilever upto floor two level.
6 Brick work using common burnt clay building bricks having crushing 39.00 m3 4051.78
strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement
Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
7 Extra for brick work in superstructure above plinth level upto floor two level 165.00 m3 4320.08
(B) Conventional
8 Filling available excavated earth (excluding rock) in trenches. plinth, sides 632.00 m3 130.39
of foundations etc. in layers not exceeding 20 cm. in depth consolidating
each disposited layer by ramming and watering (Lead Upto 1.0 km)
9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 14010.00 Kg 76.21
bending, binding and placing in position complete upto floor two level
10 Providing 20 mm thick double coat mala cement plaster on interior brick / 1277.00 m2 270.43
concrete work for plastering comprising of base coat of 12 mm thick cement
plaster in cement mortar (1 Cement : 4 coarse sand in rough finishing and
mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)
finished with trovel including scaffolding curing etc. complete.
11 20mm thick sand faced cement plaster on walls upto height 10 metres 314.00 m2 329.29
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.
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
12 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring 307.00 m2 1073.13
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.
13 Providing and laying white glazed tiles 6mm thick in skrting risers of steps 111.00 m2 946.50
and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and
jointed with white cement slurry.
14 Providing and laying Granite on window Sill and jambs steps including both 64.00 m2 2893.65
side Grinding,Polishing,Rounding and fixing in cement mortar 1:3 (1 :
Cement and 3 : coarse sand ) & providing 15 mm thick cement plaster in
single coat on bricks/concrete walls and finishing even and smooth in (i)
Cement mortar 1:4 ( 1: Cement 4: Sand ) including finishing with a floating
coat of neat slurry etc. complete & curing etc. complete.
15 Providing and Fixing alluminium Three Track Sliding Window Powder 31.00 m2 3056.26
Coated Fly Proof jali using alluminium three track Frame work and Shutter
will be Made by alluminium Interlock handle and top bottom with 5.0mm
thick designed forsted glass with rubber beating with mosqite net shutter
with necessary fixture and fastening including of colour of work on grill
etc.complete or as Directed.
16 Providing and fixing M.S. grills of required pattern to wooden frames of 1182.00 Kg 102.62
windows etc. with M.S. flats at required spacings and frame alround, square
or round bars with round headed bolts and nuts or by screws (A) Plain Grill.
17 Provoding and fixing flush door shutters, solid core construction with frame 38.00 m2 1797.77
of first class hardwood with cross board and face veneer or plywood face
panels, including anodised alluminium butt hinges with necessary screws.
(B) Non- decorative type and block board core anodised alluminium butt
hinges in flush door shutters (2) 35 mm thick.
18 Providing and fixing M.S. Door of required pattern with angle section frames 298.00 Kg 103.64
with M.S. flates, angles, square bars etc. at required spacings with welding.
19 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded 200.00 kg 127.95
in builtup for all type sections, in framed work, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all
complete as per the structural designs and directions of Engineer in charge
20 Applying two coats of putty & two coats of primer of approved brand and 1277.00 m2 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 thoroughly brushing the surface
free from mortar droppings and other foreign matter and sand papered
21 Finishing wall with weather proof exterior emulsion paint on wall surface 314.00 m2 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
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
22 Applying priming coat over new steel and other metel surface after and 40.00 m2 129.36
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 & 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.
23 Providing and fixing wash down water closet (European type, W.C. Pan) 6.00 Unit 9905.05
with integral P or S trap including jointing the trap with soil pipe in Cement
Mortar 1:1 & 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 nominal 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 (A) vitreous China Pattern :(i) in white colour
24 Providing, laying and jointing in true line and level 110 diametre U.P.V.C 64.40 Rmt 835.15
(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
25 Providing erecting and fixing double coated ISI water tank of 2000 Litre & 2.00 Unit 11650.59
Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe
to inlet of Front face of Ground to Top of Second Floor with providing and
fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia.
26 Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe ( 30.00 Rmt 119.15
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.
27 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 40.00 Rmt 72.65
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.
28 Providing and fixing screw down bib taps of following size.(C) Gun metal 12.00 Each 158.86
screw down bib tap. (i) 15mm dia.
29 Providing and fixing Gun metal check or non-return fullway wheel valve.(D) 12.00 Each 314.73
30 Providing and fixing Table top washbasin of required size with single hole 8.00 Unit 5913.35
for pillar tap & Angle Cock including sutting holes and making good the
same & providing and fixing Bottele trap on site with Rubber Plug, CP Brass
Waste, Waste Pipe, PVC SWR Nahni Trap & screw down bib taps as
directed by engineer in-charge
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
31 Providing and laying broken chine mosaic flooring for terrace using 12 mm 177.00 m2 747.29
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 white cement including rounding off junctions and extending them
upto 15 cm along the wall,clearing with water and oxalic acid etc. as
32 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 150.00 m2 686.90
block 60mm thick with grade of concrete M300 pnumatic compressed /
vibrated mechanically and as per approved design Confirming to IS 15658 :
2006 including 35 mm Sand layer for levelling and filling the joint with sand
in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.
Rs. Forty Nine lakhs Fifty Eight Thousand Three Hundred Seventy Five Only.
Deputy Executive
EngineerAccountant Officer
Deputy willingEngineer
Executive to carry out the workSr.
Account %Officer
Account above/below
Officer 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. Dismantalled materials of amount of Rs. 0.00 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
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Hadaf Irrigation Sub Division, Panam Project Division, Panam Project Division,
Morva (H) Godhra Godhra
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4 SBD Book-Constructing Rest House at Hadaf Dam.pdf
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