Building Works

Name of Work :: Repairing & Renovation work at Matar ITI Dist.Kheda (ITI

Campus Retrofitting work, Flooring Repairing, Colour Work, Plumbing Work,

Sanitary Repairing, Electrification Work & Other Misc. work)

BILL OF QUANTITIES

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[1] Removing and scraping of old deteriorated plaster of any 970.950 Smt. 18.940

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

[2] Providing & Laying Snyproof Hi Build 1mm thick 135.250 Smt. 598.930

ecectrometric, Premium quality acrylic coating as a water

proofing membrane finished which consist a cout of

bitumen primer 750CSM embrace on terrace with ultra

violet resistance and working up to any height with 5 years

guarantee against any leakage etc complete as per

complete as per detail pecification & as directed by

Engineer-in-charges.

[3] Dismantling santtary fittings like wash basin ,W.C. pan 42.000 No. 394.510

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift.

[4] Providing & Fixing Premium quality approved make 1.000 Each 16187.780

equivalent European type floor mounted coupled W C Pan

with bowl for cistern with PP Soft closed seat cover, Hinges

,Dual Flush cistern, fixing accessary etc.complete of size

360 x 730 x 740 mm or 375 x 650 x 790 mm including

cutting cutting holes and making goods the same including

labour, material, trasportation etc.complete as directed by

engineer incharge.

[5] Providing and fixing chromium plated brass half trun flush 8.000 No. 254.780

cock of approved quality including fixing in pipe line etc.

complete.(ii) 20mm dia.

[6] Providing and fixing S.W. gully trap with C.I. grating brick 4.000 Each 1246.920

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 P or R type

[7] Providing and fixing Urinal of approved quality including 8.000 Each 1541.440

connection with trap and with integral longitudinal flush

pipe.(A) Squating plate pattern white earthenware 550mm

[8] Providing and fixing washbasin with single hole for pillar 4.000 Each 1453.950

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm

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

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[9] Providing and fixing screw down bib taps of following 22.000 Each 214.810

size.(B) Brass chromium plated screws down Bib Tap. (ii)

[10] Providing & Fixing Premium quality approved make or 1.000 Each 9369.060

equivalent Wall Hung Wash Basin with full pedestal of size

590 x 490 x 185 mm with hole for pillar tap with C.I or M.S

brackets painted white including cutting cutting holes and

making goods the same include. C.P. brass waste and waste

pipes. including labour, material, trasportation etc.

complete as directed by engineer incharge.

[11] Providing and fixing pillar tap, capstan head, screw down 8.000 Each 354.690

high pressure with screws, shanks and back nuts. (ii) 20mm

[12] Providing and fixing PVC printed false ceiling with flush 21.150 Smt. 911.020

type with alluminium frame, frame work is done with three

different sections of G.I. sheet of 24 gauge thickness named

as C, U and L. The C section is fixed with hangers at an

equal distance of 36” each and then U section is fixed

perpendicular on C section with steel screws at and equal

distance of 16” each. The complete frame work is

supported by G.I. L angle/6 mm rod hangers from the roof

and L sections is fixed all around the wall as shown in the

diagram. 5mm PVC sheet strips of size 2 wide are fixd with

counter sunk steel screws on the U section. Further 3mm

PVC sheet is stuck to these PVC strips with solvent cement

such that joining lines are perfectly matched. P.U. putty is

filled, dried and leveled and requisite coats of primer and

paint is done on the ceiling for getting fine surface finish

etc. complete as per direction of Engineering and charge

manufacturer’s specification and drawing.

[13] Dismentling doors, windows, ventilators etc. (wood or 101.000 Each 244.980

steel) shutters including chowkhats architraves, holdfasts

and other attachment etc. complete and stacking them

within all lead and lift.(ii) Exceeding 3 Sq.M. in area.

[14] Providing and laying Mirror polished GRANITE stone slab 55.600 Smt. 3150.350

18 mm (Average) thick for For Doors / WIndows cill &

Jambs,Clading as per design incl. full moulded round both

edge on 10 mm thick cement mortar 1:3 (1 -cement :

coarse sand ) jointed with grey cement slurry including

rubbing and polishing etc. complete

[15] Providing and fixing 35 mm thick shutters for Doors, 11.670 Smt. 5338.300

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

complete. (ii) Fully Panelled.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[16] Providing and fixing in position partly glazed, partly solid 19.020 Smt. 6926.580

partition work including glass door in Aluminium frame

work using average 450 x 450 mm grid (horizontally and

vertically) comprising of 50 x 50 x 2.5 mm Aluminium

section and / or as per frame work shown in the drawing

with 12 mm thick all proof Plywood of IS:710 of approved

brand on both sides finished with 1.0 mm thick laminates

of approved shade, pattern, texture, make and colour as

shown in drawings. Item to include 12 mm thick toughened

glass with acid - frosting/ glass film as per detail design

drawings and 100 mm x 40 mm Aluminium vertical

member and 150 mm x 40 mm Aluminium top/ bottom

member for glass door frame to take 12 mm thick

toughened glass with acid frosting work. All exposed T.W.

surfaces to be finished in 2- 2 coats of melamine sealer and

polish of matching laminate colour as directed including all

necessary Stainless Steel finish brass fittings, fasteners,

hardware like door closers/ floor spring, glass locks, glass

door handles of 450 mm length, mortise lock, brass hinges,

door stopper, stopper etc. as per detail design drawings

and wood preservative etc. as per list of approved material

and as approved by the project Consultant complete in all

respect. (Note : In case of false ceiling, the vertical

members to be fixed with RCC slab ceiling but the area of

partition payable will be below the false ceiling only)

[17] Providing and fixing extruded aluminum window having 68.040 Smt. 2140.330

extruded aluminum Colour Powder Coated section frame

main outer size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384

Kg/mt,horizontal Four track member size 122.20mm x

31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of

size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt

with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of

size 40mm x 18mm x 1.29mm @ 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 complete for window.

[18] Providing and fixing Fly proof S. S. wire gauge of I.S.l gauge 68.040 Smt. 1214.310

designation 85 G. with wire of dia.0.56 mm to windows and

celevating windows including Anodized Alluminum Section

with allu. power coated fittings and fixture etc complete.

[19] Providing and fixing standared extruded of alluminium 7.200 Smt. 1175.560

section of size 63mm x 38.10mm x 1.2mm , @ Wt.

Kg/mt with colour Powder Coated alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation.

[20] Door closers arrow type with spring 12 length as approved 20.000 No. 479.330

sample (30 cms).

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[21] Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water 176.000 Rmt. 73.020

pipes with fittings and clamps including stacking the

materials with all lead and lift ( for any dia, of pipe).

[22] Providing laying and jointing in true line and level 25mm 28.500 Rmt. 91.840

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.

[23] Providing laying and jointing in true line and level 50mm 25.500 Rmt. 195.670

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.

[24] Providing, laying and jointing in true line and level 110 161.000 Rmt. 835.150

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.

[25] Providing, laying and jointing in true line and level 160 22.000 Rmt. 831.220

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 160 mm diametre x

210 mm length x 196 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.

[26] Brick work using common burnt clay building bricks having 14.630 Cmt. 4021.020

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

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

(B) Conventional.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[27] 20mm thick sand faced cement plaster on walls upto height 189.200 Smt. 335.650

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.

[28] Providing 15 mm thick cement plaster by using Ready Mix 638.590 Smt. 163.280

Mortar for plaster in single coat on rough (similar) side of

single or half brick walls for interior plastering upto floor

two level and finished even and smooth in Cement mortar

1:6 (1 Cement : 6 sand)

[29] Providing 10mm thick cement plaster in single coat on 28.560 Smt. 129.980

brick/concrete walls for interior plastering upto floor two

level and finished even and smooth in (ii) Cement mortar

1:4 (1cement :4-sand)

[30] Dismentaling tiled of stone floors laid in mortar including 150.610 Smt. 46.770

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.

[31] Providing and laying polished Kota stone slab flooring over 58.350 Smt. 1056.260

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 thick

[32] Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 83.380 Smt. 1073.130

24'' in flooring 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.

[33] Providing and laying Ceramic tiles 6mm thick in flooring 17.530 Smt. 949.680

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.

[34] Providing and laying white glazed tiles 6mm thick in skrting 8.880 Smt. 938.540

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

(1-cement : 3-coarse sand) and jointed with white cement

[35] Demolition including stacking of serviceable materilas and 54.060 Cmt. 1030.810

disposal of unserviceable materials with all lead and lift. (i)

[36] Providing and laying cement concrete 1:4:8 (1- Cement : 4- 34.150 Cmt. 2680.210

coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth.

[37] Providing and laying controlled cement concrete M.250 56.920 Cmt. 4235.010

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass concrete.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[38] Providing TMT Bar FE 500D reinforcement for R.C.C. work 3414.900 Kg. 76.210

including bending, binding and placing in position complete

upto floor two level

[39] Compaction and finishing of cement concrete road by 227.660 Smt. 80.800

tremix process, 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

[40] Providing erecting and fixing double coated PVC. (ISI) water 10000.000 Ltr. 3.950

tank of required capacity each with all necessary fittings

and connection etc. complete on terrace

[41] Providing and Placing Reinforced Cement Concrete Cover 0.160 Smt. 32056.750

with ordinary cement concrete 1:2:4 (1- Cement 2- coarse

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

FE 500 D Reinforcement Including Formwork, Curing,

Transportation, Loading, Unloading and Placing Covers as

and when required as per instruction of Engineer in charge.

[42] Providing and fixing M.S. grills of required pattern to 270.000 Kg. 101.170

wooden frames of 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.

[43] Providing and fixing rolling shutters of approved make 30.470 Smt. 3503.400

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the

ends by end locks mounted on specially designed pipe

shaft with bracket plates, guide channels and arragements

for inside and outside locking with.

[44] Providing and fixing Hood cover for rolling shutters (A) 7.300 Rmt. 121.230

Shutters having width below 3.5 meters.

[45] Providing and fixing pre-cast Rubber Dye / steel Dye inter 550.000 Smt. 686.900

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

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.

[46] Repairing to Door / Window including dissembling from 22.680 Smt. 507.020

frame, roughing, providing patti, angles, replacing /

repairing stoppers - aldrops - handles, S.S. mosquito net

etc. for proper fixing in to frame hole etc. complete for

smooth operation and proper utilization including

assembling and re-fixing of the same as directed by

Engineer-in-charge.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[47] Scaffolding:- Providing, erecting and dismantling safe H 54.000 Smt. 202.000

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 for pier and super structure.

(Property of contractor, and repetation will be paid per

pier) (Every 1 m extra height increse rate by 50 rupees/

[48] Providing Surface preparation for the damaged concrete 54.000 Smt. 221.190

members by removing loose, cracked and unsound

concrete to expose steel reinforcement completely using

heavy duty mechanical breakers with the depth of cutting

extended beyond 10mm of main reinforcement followed

by cleaning the surface using High pressure water jet at

suitable pressure to remove all loose particles, organic

matter, marine growth and impurities from the concrete

surface making it suitable for repair inclusive all

Manpower, Material and Equipment.

[49] Hacking the RCC structural members like Beams, Slabs etc. 54.000 Smt. 142.410

using chiesel & hammer so as to make dents on the surface

area for good bonding between old & new concrete,

cleaning the hacked surface with wire brush etc. complete

as specified and as directed.

[50] Eproxy bonding of new concrete to old concrete. 54.000 Smt. 529.240

[51] Rust Removal & Steel Protection.- Cleaning as directed & 54.000 Smt. 838.300

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

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 inhibitor Concresive ZRI

equivalent material of BASF make as approved by engineer

shall be used as per manufacturers specification in two

coats including all labor tools tackles, necessary surface

preparation & necessary protection after & during repair

[52] Providing and Applying single component, structural grade, 54.000 Smt. 4929.810

polymerised fibre reinforced, thixotropic cementitious

patch repair mortar with intergral corrosion inhibitor like

for a thickness of 50mm that achieves following properties

as below: Compressive strength: (As Per ASTM C

Modified) 1 Day : 18 MPa, 7 Day : 28 MPa, 28 Day : 35 MPa

Split Tensilte Strength: ( As Per ASTM C 496) 1 Day:

MPa, 7 Day: 1.7 MPa, 28 Day: 2.5 MPa Flexural Strength:

(ASTM C 348) 1 Day: 2.5 MPa, 7 Day: 3.0 MPa, 28 Day:

MPa Bond Strength: (ASTM C 882) 7 Day: 5.0 MPa,

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[53] Providing & Applying as per manufacturer specification, 58.000 Rmt. 5806.490

two number below each girder of High Strength Carbon

Fiber Strip(Laminate), Relinforce C LAM PU of Reliance

Industries Ltd. or equivalent of BASF/Euclid/Fosroc with

following properties of Composite Laminate to increase the

flexuarl strength. Properties Size: 120mm Wide X 5mm

Thick Tensite Strength: 1100 Mpa Elongation @ Break:

Tensile E Modulus: 150 GPa Flexural E Modulus: 140 GPa

[54] Providing & Application of U Wrap till L/4 from the edge of 54.000 Smt. 4797.500

the Girder with 530 GSM Unidirectional Carbon Fiber

ReInforce C Fab 530/600 of Reliance Industries Ltd or

equivalent along with fiber achors with following

properties after necessary Surface Preparation & Putty

Filling. Aerial Weight: 530+15 g/cm2 Tensile Strength

(Composite Laminate): >1100 MPa E-Modulus (Composite

Laminate): >69GPa

[55] Supply & Apply of UV stable, Weather & Chemical 54.000 Smt. 1873.550

Resistance Epoxy Top Coat RELINFORCE Surface Shield EP

TC of Reliance Industries Ltd or any other reputed company

like Euclid/ Thermax/ Fosroc having below properties:

Concrete Chlorinated Acid: No Change Concrete

Phosphoric acid: No Change Concrete Ammonium

Hydroxide: No Change 50% Sodium Hydroxide: No Change

Coating to be applied over entire Girder & Bottom of Slab

portion as the area affected by effluent fumes & vapor

[56] Sealing of crack / porous concrete with Epoxy Grout by 108.000 Kg. 794.870

injection through nipples complete.

[57] Providing and inserting nipples with approved fixing 54.000 No. 502.980

compound after drilling holes for grouting as per Technical

specifications including subsequent cutting/removal and

sealing of the hole as necessary of nipples after completion

of grouting with Cement/Epoxy.

[58] Scraping old (existing) paint from wall surface and other 8556.000 Smt. 52.710

surface by mannually hand Scraping and necessary filling

the cracks with adhesive materials for making the surface

even smooth and good for propose paint / primer etc.

[59] Finishing wall with weather proof exterior emulsion paint 3412.520 Smt. 114.530

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 materials.etc

[60] Applying two coats of putty & two coats of primer of 4327.000 Smt. 40.590

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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[61] Wall painting (three coats) with plastic emulsion paint of 4326.850 Smt. 119.420

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.

[62] Painting two coats (excluding priming coat) on previously 815.940 Smt. 109.740

painted steel and other metal surface with enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

Rupees Fifty Four Lakh(s) Sixty Thousand Five Hundred Eighty Two And Paise Thirty Eight Only

I/ We am/are willing to carry out the work at___________________________________ % above / below percent

(should be written in figure & words) of the estimated mentioned above. Amount of my / our tender works out as

Estimated amount put to tender Estimated amount put to tender

Deduct____________% Below Deduct____________% Above

(* Please strike out whichever is not applicable).

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

5. Credit of dismantled materials of amount of Rs.0.00 must be recovered from 1st R.A. bill of Contractor's.

6. All duties, taxes, and other levies except GST payable by the contractor under the contract, or for any other cause shall be included in the

rates, prices and total Bid Price submitted by the Bidder. (GST will be paid extra)

7. Payment will be given only if the material testing result is satisfactory.Testing of material shall be done as per

statement attached with specification.

Dated Signature of Deputy Executive Engineer Executive Engineer

the Contractor. (R & B) Sub-Division, (R&B) Division,