BUDGETTED

Name of Work :- Addition & Alteration to the Court Building at Ghoghamba,

Dist. Panchmahals (Security Cabin, Colour, Wall Cupboard, Repairing of

Ladies/Gents Toilet of Court Building at Ghoghamba)

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 Dismentaling tiled of stone floors laid in mortar including stacking of 1454.00 Sqmt 46.77

serviceable materilas and disposal of unserviceable materials with all lead

2 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings 726.00 Rmt 73.02

and clamps including stacking the materials with all lead and lift ( for any

3 Dismantling santtary fittings like wash basin . W.C. pan Indian and 38.00 Nos 394.51

European type, flushing tank etc. including stacking the materials with all

4 Demolition including stacking of serviceable materilas and disposal of 114.00 Cumt 1030.81

unserviceable materials with all lead and lift. (i) R.C.C. work

5 Providing and laying water proofing treatment with china mosaic tiles 838.00 Sqmt 1106.96

flooring over avg 50 mm C.C. 1:2:4 bedding for maintaining slope for plain

and curve surface & 12 mm to 20 mm of broken piece not more than 2.5CM

of ceramic / glazed tiles ( one for more colour as directed ) to be laid over

cement mortar bedding of C M 1:3 (1 cement : 3 sand ) contain water

proofing materials per bag of cement useas specified by manufactured and

slops to be tempered to bring mortar up to surface with using white cement

and colour pigment including rounding of junctions and extending them up

to 15 cm along the wall and curing with bends any patens or design as per

drawing and cleaning by using oxalic acid etc. complete.

6 Providing Water proofing Treatment on Sunk Slab including cement 142.00 Sqmt 348.45

concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone

aggregate 20mm nominal size) laid in one layer and finished with a floating

coat of neat cement average 50mm thick to Prepare slope including water

proofing chemical etc. Complete for Sunk Slab All Floor.

7 Providing and laying Anti skid Ceramic tiles 6mm thick in flooring treads of 142.00 Sqmt 957.63

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,Pattren,

Colour & Shade Approved by Architect or Engineer in charge

8 Providing and laying coloured glazed tiles of the size 300 mm x 600 mm in 487.00 Sqmt 1417.36

skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1

cement : 3 coarse sand) & jointed with white cement slurry,Pattren, Colour,

Size & Shade Approved by Architect or Engineer in charge.

9 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring 74.00 Sqmt 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.

10 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting 9.00 Sqmt 1141.45

risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-

coarse sand) and jointed with white cement slurry

11 Excavation for foundation upto 1.5 m depth including sorting out and 40.00 Cumt 149.67

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

12 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- 28.00 Cumt 2655.36

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

13 Brick work using common burnt clay building bricks having crushing 30.00 Cumt 4021.02

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1-Cement : 6 -fine sand) (B) Conventional

14 Filling in foundation and plinth with murrum or selected soil in layers of 52.00 Cumt 273.96

20cm. thickness including watering, ramming and consolidating etc.

15 Providing and laying polished Kota stone slab flooring over 20mm (Average) 165.00 Sqmt 976.72

thick base of cement mortar 1:6 (1-cement : 6-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

16 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 278.00 Sqmt 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.

17 Providing and fixing pre-cast concrete kerb stone of gray cement based 140.00 Rmt 361.64

concrete block 30cm length,30cm height and 15cm thick of M250 grade

concret as per approved design and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

18 Constructing brick masonry chamber for underground C.I. Inspection 38.00 Nos 2932.93

chamber and 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.

19 Providing, supplying and fixing Corrugated DWC HDPE Pipes of Class SN8 327.00 Rmt 399.96

Structured Wall polyethelene Piping systems (Pipe with online/offline

coupler and elastomeric sealing ring) with non-smooth External Annular

Corrugated and Smooth Internal Surfaces (Double Wall) for non-pressure

underground Sewerage & Drainage application as per EN:13476-3 including

all local and central taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental stores etc.

complete. (150 mm Internal Dia)

Including Lowering, laying and jointing of class SN 8 structured wall (

External Annular Corrugated & Smooth Internal surface) Polyethylene

Piping and fittings with the help of coupler ( on line / off line ) attached with

one end of pipes, sliding over the elastomeric sealing rubber ring placed on

the specified valley of the corrugation at the spigot end, lowering the same

into the trench, laying on the lower bedding (constructed at bottom of

trenches) at prescribed gradient,depth & alignment ,testing the water

tightness of the joints, ensuring the continuity tests of specified

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

20 Providing, laying and jointing in true line and level 110 diameter U.P.V.C 212.00 Rmt 835.15

SWR (Type B) Pipe 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 diameter x 149 mm length x 145 mm height at

every 2000 mm centre to centre or shall be concealed in walls as directed

including necessary fittings such as bends, "Y" "T" shoes etc. including

testing of pipes and joints and jointed with adhesive solvent cement

including cost of all materials.

21 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 76.00 Rmt 336.24

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special flange compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)110 mm

22 Providing and fixing concealed center point to wall ceiling & floor CPVC 67.00 Rmt 653.77

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete. [F] 50mm.

23 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( 109.00 Rmt 195.67

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.

24 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 80.00 Rmt 148.12

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.

25 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 136.00 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.

26 Providing & fixing of first quality (ii) Flat Back washbasin 550 mm x 400mm 9.00 Nos 2043.23

size. (i) In white colour. including with approved sanitary grade material with

C.P waste coupling, waste pipe, 15mm dia Pillar & Stop Cock of approved

brand with connection 15mm dia flexiable pvc pipe etc. complete.

27 Providing and fixing wash down water closet (European W.C. Pan) with 2.00 Nos 3776.39

integral P or S trap and PVC dual flush tank with complete fittings including

cutting holes in walls and making good the same connecting the flush bend

with cistern and closet etc. complete including plastic seat cover and

including jointing trap with Waste pipe overall size as per the selection of

the Model by E.I.C. or as approved}

28 Providing and fixing Water Closet Squatting Pan (Indian Type W.C. Pan) 25.00 Nos 1579.96

size 580mm Integral Foot Rest Type (A) Vitreous China.(I) Long pattern =

White colour including 100mm size P or S trap for water closet squatting

pan including jointing the trap with the pan and soil pipe in cement Mortar

1:1 (1-Cement : 1-Fine sand) with 25mm dia. Chromium plated brass half

trun flush cock of approved quality including fixing in pipe line G.I. inlet

connection for flushing W.C. Pan etc. complete.

29 Providing and fixing Urinal of approved quality including connection with 4.00 Nos 1557.35

trap and with integral longitudinal flush pipe.(A) Squating plate pattern white

earthenware 550mm x 300mm.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

30 Ceiling painting (Three coats) with plastic emulsion paint of approved brand 1629.00 Sqmt 124.68

and manufacture on ceiling and soffits of slab surface to give an even shade

including throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

31 Wall painting (Three coats) with plastic emulsion paint of approved brand 2763.00 Sqmt 119.42

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.

32 Applying two coats of putty & two coats of primer of approved brand and 4392.00 Sqmt 40.59

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.

33 Wall painting two coats with weather proof acralic emulsion APEX type 2207.00 Sqmt 323.20

paint of approved brand & manufacture and of required shade on exterior

wall surface to give an even shade over and including a primery coat with

alkaly resistance primer of approved brand after throughly brushing surface

to remove all dirt and remains of loose powdered materials etc comp. for all

34 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 5.00 Cumt 3583.82

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

35 Filling in plinth with sand under floors including watering ramming, 2.00 Cumt 460.19

consolidating and dressing complete

36 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 37.00 Cumt 130.39

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

37 Brick Work using Common Burnt Clay Building Bricks having crushing 10.00 Cumt 4289.33

strength not less than 35 Kg/sm. in super structure Above plinth level up to

floor two level in cement mortar (1:6) ( 1 cement : 6 fine sand)

(Conventional) For Ground Floors

38 Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse 2.00 Cumt 6888.15

sand : 4- graded stone aggregates 20 mm nominal size) and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (iii) Slabs having more

than 10 cm and upto 13 cm. thickness

39 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse 1.00 Cumt 10219.39

sand : 4- graded stone aggregates 20 mm nominal size) for R.C.C lintel

including finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement.

40 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 2.00 Cumt 6437.85

graded stone aggregates 20 mm nominal size) for reinforced concrete

Chhajjas not exceeding 10cm. thickness upto floor two level including

finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine

sand) to give a smooth and even surface centering and formwork and curing

complete excluding cost of reinforcement.

41 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 440.00 Kg. 76.21

bending, binding and placing in position complete upto floor two level

42 Providing 10 mm thick mala cement plaster in single coat on interior brick / 28.00 Sqmt 185.82

concrete work for plastering upto floor two level and finished even smooth in

cement mortar 1:3 (1 cement 3 Sand) for Ground Floor

43 Providing 20 mm thick double coat mala cement plaster on interior brick / 46.00 Sqmt 276.49

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

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete. For Wall

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

44 20 mm thick Sand faced cement plaster with 1x1 cm grooves as suggested 63.00 Sqmt 351.48

by this office consisting of 12 mm thick backing coat of C.M. 1:3 ( 1 cement :

3 coarse sand ) and 8 mm thick finishing coat of C.M. 1:1 ( 1 cement :

coarse sand) for all heights as directed etc. complete.

45 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP 3.00 Sqmt 2019.98

shutter with wood grain raised panneled design finish shutter having extra

reinforcement on sides & edges in Gel coat 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 fastener sleeve & alluminium fixtures & fastenings.

46 Providing and fixing window having One Shutter Mosquito net and Two 5.00 Sqmt 1710.94

Shutter Glass Section extruded aluminum 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 40 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

47 Providing and fixing machine cut, free edges, mirror polished Granite stone 8.00 Sqmt 2877.49

slab 18 mm thick for vertical wall/Doors/Windows Sill,Jams for cladding as

per design including full moulded round inside edge and laid on 10 mm

thick cement mortar 1:3 ( 1 cement: 3 coarse sand) jointed with grey cement

slurry including rubbing and polishing finishing etc. complete.

Rs. Forty six lakh seventy six thousand one hundred sixty six and seventy one 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. Dismantalled materials of amount of Rs. 13000.00 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,