Repairing & Renovation work at ITI (Repairing and Renovation of Various Building & Providing and Fixing Parking Shed at ITI Building Campus) Ta: Bhiloda, Dist.:Arvalli

Bill of Quantities

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

1 Clearing and grubbing road land including uprooting 0.10 Hectare 28455.10

rank vegetation grass bushes, shrubs, sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Removing and scraping of old deteriorated plaster of any 600.00 Sqmt 19.92

thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

3 Shear connectors:- Drilling holes into existing concrete 1504.00 Nos 367.64

substrate for anchoring of new anchoring rebars with

12/16 mm dia shear connectors at 1.5 m c/c as per

drawing and for additional rebar provision in repair area

and fixing with chemical anchor lokfix of Fosroc make /

Master flow 935 of BASF make / Hilti Hy200 / Fischer.

Drilling hole diameter: 4 mm larger to rebar dia drilling

depth: min 10 times the rebar dia including cleaning,

cutting, fabricating, chemical, tools, tackles etc.

completed as directed by EIC..

Material: - chemical anchor lokfix E77 of Fosroc make /

Master flow 935 of BASF make / Hilti Hy200 /Fischer

or equivalent. 12mm dia.

4 Scaffolding: - Providing, erecting and dismantling safe 250.00 Sqmt 384.81

H frame and / pipe scaffolding including working

platform for external area of bridge pier to facilitate all

works etc. completed, Measurement for payment shall

be considered as per detailed specification. (Property of

contractor, and repetitions will be paid per pier) (for

Every 1m extra height, increase the rate by 50 rupees/

5 Demolition including stacking of serviceable materilas 10.00 Cum 1081.84

and disposal of unserviceable materials with all lead and

lift. (i)R.C.C. work

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

6 Rust Removal & Steel Protection:- Cleaning as directed 91.00 Sqmt 838.30

& specified all corrosion / rust / scales from

reinforcement bars using rust remover Reebaklens RR of

Fosroc make or Rust clean of BASF or equivalent of

leaving to dry for 30 mins & washing surface with fresh

water as required to exposed reinforcement bars

complete as specified also providing & applying

inhibition coats/system to exposed reinforcement bars

after drying & also new bars after cleaning & removing

scales and rust completely as specified. Two component

inhibitors Concresive ZRI equivalent material of BASF

make as approved by engineer shall be used as per

manufacturers specification in two coats including all

labour tools tackles, necessary surface preparation &

necessary protection after & during repair work.

7 Excavation for foundation upto 1.5 m depth including 187.00 Cum 157.08

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

8 Filling available excavated earth (excluding rock) in 144.00 Cum 136.92

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

9 Providing and laying controlled cement concrete M.150 52.00 Cum 4543.99

for curing complete including cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (A) Foundations, footings,Base of

columns and Mass concrete

10 Providing and laying controlled cement concrete M.200 30.00 Cum 7823.44

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Columns, Pillars posts and struts, For

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

11 Providing and laying controlled cement concrete M.200 4.00 Cum 6173.76

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Beams For All Floors.

12 Providing and laying controlled cement concrete M.200 2.00 Cum 6365.06

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Lintels For All Floors.

13 Providing TMT Bar FE 500D reinforcement for R.C.C. 7126.00 Kg. 77.29

work including bending, binding and placing in position

complete for All Floor

14 Epoxy bonding of new concrete to old concrete. 108.00 Sqmt 529.24

15 Brick work using Common Burnt Clay building bricks 68.00 Cum 4495.99

having crushing strength not less than 35 kg./Sq.Cm. in

Super structure Above plinth level up to All Floor levels

in Cement Mortar 1:6 (1- Cement : 6 -fine sand)

16 Providing & Fixing Chicken mesh for joint between 70.00 Sqmt 196.95

brick work & RCC work fixing with nail & GI washer

as per director in charge

17 Providing 10mm thick cement mala plaster in single 180.00 Sqmt 215.31

coat on brick/concrete walls for interior plastering and

finished even and smooth fininshing with a floating coat

of neat cement slurry in (i)Cement mortar 1:3 (1-

cement:3-sand). Complete for All Floors.

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

18 20mm thick sand faced cement plaster with Gutka 711.00 Sqmt 321.10

Finish on walls upto height 15 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) with 5mm grooves, etc.

19 Provding and applying Exterior grade Exposed concrete 1716.00 Sqmt 505.00

texture finish (concrete design wall texture) of approved

make and shade over prepared surface, including surface

cleaning, primer application, base coat,texture coat

application to achieve exposed texture concrete panel

appearance with groove/joint pattern as shown in

drawing,curing, scaffolding, labour, materials, tools and

all incidental charges complete as directed by the

Engineer-in-charge.

20 Applying two coats of putty & two coats of primer of 180.00 Sqmt 40.60

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.

21 Wall painting (three coats) with plastic emulsion paint 1603.00 Sqmt 125.53

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.

22 Ceiling painting (three coats) with plastic emulsion paint 180.00 Sqmt 131.02

of approved brand 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

23 Finishing wall with weather proof exterior emulsion 1827.00 Sqmt 185.84

paint (two coats) with Damp Proof Coating (one coat)

on wall surface to give an required shape even shade

after thoroughly brushing the surface to remove all dirt,

and remains of loose powdered materials.etc complete

24 Providing and laying polished Blue Kota stone slab 140.00 Sqmt 1019.00

flooring over 20mm (Average) 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

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

25 Providing and laying polished Blue kota stone slab 3.00 Sqmt 1166.94

25mm thick in risers of steps,skirting Dedo and pillars

laid on 10mm thick cement mortar 1:3 (1-Cement :

coarse sand) and jointed with gray cement slury mixed

with pigment to match the shade of slab including

rubbing and polishing etc. complete.

26 Providing and fixing pre-cast Rubber Dye / steel Dye 389.00 Sqmt 706.93

inter locking concrete 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.

27 Providing and laying water prooofing treatment with 596.00 Sqmt 1133.22

china mosaic tiles flooring over avg 50 mm C.C. 1:2:4

bedding maintaining slope for plain and curve surface &

12 mm to 20 mm broken pieces not more than 2.5 cm of

ceramic/ 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

28 Providing and fixing FRP frame size 100x50 mm and 8.00 Sqmt 2377.76

35mm thick FRP shutter having extra reinforcement on

sides & edges in polish 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 necessary screws &

alluminium S.S fixtures & fastenings & fastener sleeve.

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

29 Providing and fixing window having extruded aluminum 20.00 Sqmt 1713.70

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

shutters of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size

0.457 Kg/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 complete for window.

30 Providing erecting and fixing double coated ISI water 4000.00 Litre 3.95

tank of required capacity each with all necessary fittings

and connection etc. complete on terrace

31 Providing, laying and jointing in true line and level 110 180.00 Rmt 876.12

diameter 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.

32 Providing and fixing Z-Patti (Z-Type) spacer clamps 20.00 Rmt 126.25

made of Galvanized Iron (GI) of required gauge and size

to maintain a specific clearance between the pipe and the

33 Providing laying and jointing in true line and level 30.00 Rmt 148.12

40mm dia. U.P.V.C. Pipe ( 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.

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

34 Providing laying and jointing in true line and level 30.00 Rmt 91.84

25mm dia. U.P.V.C. Pipe ( 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.

35 Providing laying and jointing in true line and level 30.00 Rmt 72.65

15mm dia. U.P.V.C. Pipe ( 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.

36 Providing and fixing Gun metal check or non-return 6.00 Nos. 420.64

fullway wheel valve.(C) 25mm dia.

37 Providing and fixing ball cock of approved. quality as 2.00 Nos. 189.84

directed.(A) Copper Metal (ii) 50mm dia.

38 Providing and fixing water closet squatting Pan (Indian 6.00 Nos. 1637.51

type W.C. Pan) size 580mm (Earthwork, bed concrete,

foot reste and trap to be measured and paid for

separately) (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 xing G.I. inlet connection for flush pipe with W.C.

Pan etc. complete.

39 Providing and fixing Urinal or approved quality 3.00 Nos. 1074.87

including conecting the Urinal with waste pipe , tap etc.

complete.(A) White earthenware flat back or corner type

size 430mm x 260mm x 350mm.

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

40 Providing and fixing washbasin (ii) Flat Back washbasin 6.00 Nos. 2180.73

550 mm x v 400mm size. (i) In white colour including

with approved sanitary grade material with CP waste

coupling, waste pipe, 15mm dia Pillar & Stop Cock of

approved brand with connection 15mm dia flexiable pvc

pipe etc. complete

41 Providing and fixing screw down bib taps of following 12.00 Nos. 186.83

size.(A) Brass screw down bib tap polished bright. (i)

42 Providing and fixing PVC SWR Nahni trap IS 14735 for 6.00 Nos. 586.60

drain - 100 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

43 Providing and fixing S.W. gully trap with C.I. grating 3.00 Nos. 1246.92

brick masonry chamber and water tight C.I. cover with

frame of 300mm x 300mm size (inside) with standard

weight.(i) Square mouth traps.(B) 150mm x 100mm size

44 Providing and fixing 600mm x 450mm bevelled edge 6.00 Nos. 859.41

mirror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

45 Providing and fixing Safety Grills of required pattern for 576.00 Kg 112.72

windows/door using MS polished bars, Rectangular

CRS Pipes of size 50mm x 30mm x 2mm or Required at

required spacing as per design and hold fast with coach

bolts including one coat of and two coats of matt

finished oil painting etc. complete

46 Excavation for foundation upto 1.5 m depth including 58.00 Cum 122.99

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

47 Earthwork for embankment including breaking clods, 187.00 Cum 131.93

dressing with all lead and lift (including watering and

consolidation)(A) From Borrow pits within land

48 Drilling of pilot bore hole of size 250/300 mm diameter 30.00 Rmt 1089.79

at above site by mud finish direct rotary rig etc. complete

49 Supply of 200 mm diameter V-wire screen pipe of slot 10.00 Rmt 1401.88

size 1.0 mm nominal hole etc. complete.

50 Providing & Laying Rain Water Junction Chamber of 5.00 Nos. 6241.80

Clear Internal Size 0.60 x 0.60 x 0.75m with excavation

of size 1.36 x 1.36m & 0.15m thick M200 Bed Concrete

Including brick masonary 0.23 thick wall in C.M. 1:6 of

0.75m height with 15mm thick Cement Plaster inside &

outside (1:4), 1.06 x 1.06 RCC M200 top slab of

thickness 0.15m with TMT steel and 455mm x 610mm

cast iron manhole cover with frame weight not less than

35 kg as per directed by Engineer-in-charge.

51 Providing & Laying Filter chamber of brickwork 0.23 5.00 Nos. 22067.49

thick in C.M. 1:6 of clear internal size 2.04m x 1.20m x

1.20m and excavation dimension of 2.80m x 1.96m x

1.35m including C.C. M200 Bed Concrete 0.15m thick

and RCC M200 Top slab of thickness 0.15m with TMT

steel, Including 15mm (1:4) thick cement plaster inside

& outside with Cement slurry & top cover with frame of

minimum weight of 35kg, including filling filter

material of 200mm thick each layer of 25-40mm, 10-

20mm of BT metal and sand as per directed by engineer-

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

52 Providing & Laying Water Harvesting Pit of clear size 1.00 Nos. 32558.36

2.00 mt x 2.00 mt x 4.00 mt. For water logging with

excavation in any strata upto four meter depth, Brick

work 0.23 thick in C.M. 1:6 of clear internal size 2.00m

x 2.00m x 1.20m with 15mm thick C.M. 1:4 plaster,

filling the pit with B.T. metal 40mm in 0.60 mt. depth

with 25-40mm kaptchi, 0.30 mt. depth and 2mt. depth

with coarse sand in layers including makng P.V.C. line

for water inlet etc. as directed with 250mm dia bore

15mt. depth amd 150mm dia PVC pipe of 10 Kg.f/cm2

casing wih gravel packing or as directed.

53 Providing and laying controlled cement concrete M.250 12.00 Cum 4782.56

and curing complete including cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.

54 Providing and fixing Machine cut, Free edges, Polished 25.00 Sqmt. 2510.86

Granite stone slab flooring 18mm thick for vertical wall

/Doors /Windows Sill, Jams for cladding as per design

including full moulded round inside edge and laid

on10mm thick base of cement mortar 1:3 (1-cement : 3-

coarse sand) jointed with grey cement slurry mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete.

55 Steel work, welded in built up sections framed work 35.00 Quintal 9108.49

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A)In beams

and joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters and

56 Painting two coats (excluding priming coat) on external 67.00 Sqmt. 22.75

surface of new rain water, soil, waste and vent pipes and

fittings with ready mixed bituminous brushing, black,

anticorrosive to give an even shade including cleaning

of all dirt, dust and other foreign matter. (B) 75mm dia.

57 Providing corrugated G.I. sheet of class-3 roofing fixed 180.00 Sqmt. 734.19

with glavanished iron J or L Hooks, Bolts and nuts 8mm

diameter with bitumen and G.I. limpet washer or G.I.

limpet washer. filled with white lead complete excluding

the cost of purlins, Rafters and Trusses.(1) 0.80 mm

Total Cost of Construction Cost

(Rupees Sixty Two lakh Ten Thousand Four Hundred Three and Eighty Two Paise Only)

Rates Total Amount

Rates Total Amount

Item of work Quantity Unit to estimated

I/We am/are willing to carry out the work at ………………………………………………..% above/below

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…6210403.82 Put to tender Rs.6210403.82

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

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.

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 Dismentalling of Credit materials amounting of Rs. 0.00/- must be recovered from Contractor's respective

Deputy Executive Engineer Executive Engineer

R&B Sub Division R&B Division