Building Works

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[1] Demolition including stacking of serviceable materilas 5.00 Cum. 1030.81

and disposal of unserviceable materials with all lead and

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

[2] Demolition of Brick work and stone masonry including 42.00 Cum. 536.09

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift (ii) In

Cement Mortar.

[3] Dismentling doors, windows, ventilators etc. (wood or 2.00 No 182.94

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift (i) Not exceeding

Sq.M. in area.

[4] Dismentaling tiled of stone floors laid in mortar 441.00 Sqm 46.77

including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift

[5] Drilling hole of required diameter and depth as directed 227.00 No 145.19

for fixing of Rebars using hammer drill.Cleaning the hole

using mechanical air blower, water jetting etc.Providing

& fixing rebar in the drilled hole using approved make

Chemical grout and sealent with necessary scaffolding,

staging, labour, tools, and equipments etc. complete and

the work shall be carried out by the technical

workmens/agency approved by the manufacturer and

under technical supervision of Manufacturer of Injection

grout.etc. complete as directed by Engineer-in-charge.

& 10 mm dia bar-, Depth 100 mm

[6] Drilling hole of required diameter and depth as directed 64.00 No 216.14

for fixing of Rebars using hammer drill.Cleaning the hole

using mechanical air blower, water jetting etc.Providing

& fixing rebar in the drilled hole using approved make

Chemical grout and sealent with necessary scaffolding,

staging, labour, tools, and equipments etc. complete and

the work shall be carried out by the technical

workmens/agency approved by the manufacturer and

under technical supervision of Manufacturer of Injection

grout.etc. complete as directed by Engineer-in-charge.

mm dia bar Depth 120 mm

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[7] Drilling hole of required diameter and depth as directed 64.00 No 418.14

for fixing of Rebars using hammer drill.Cleaning the hole

using mechanical air blower, water jetting etc.Providing

& fixing rebar in the drilled hole using approved make

Chemical grout and sealent with necessary scaffolding,

staging, labour, tools, and equipments etc. complete and

the work shall be carried out by the technical

workmens/agency approved by the manufacturer and

under technical supervision of Manufacturer of Injection

grout.etc. complete as directed by Engineer-in-charge.

mm dia bar Depth 160 mm

[8] Providing and laying Controlled cement concrete M200 23.00 Cum. 7487.04

using B.T. stone aggregate and curing etc. complete

including the cost of form work but excluding the cost of

reinforcement. (a) Column for All floor.

[9] Providing and laying controlled cement concrete M-200 40.00 Cum. 6435.49

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in BEAMS For First Floor.

[10] Providing and laying controlled cement concrete M-200 4.00 Cum. 7487.15

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in LINTELS First Floor.

[11] Providing and laying controlled cement concrete M-200 4.00 Cum. 6574.64

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in CHHAJJAS All Floor.

[12] Providing and laying controlled cement concrete M-200 63.00 Cum. 6369.77

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in slabs for All Floor.

[13] Providing T.M.T. bar FE500/500D reinforcement 28288.00 Kg 76.21

confirmed to for R.C.C. work including bending, binding,

and placing. In position comp. Up to floor two level. For

[14] Brick work using common burnt clay building bricks 88.00 Cum. 4300.09

having crushing strength not less than 35 Kg./ Sqm. in

cement mortar 1:6 (1 cement : 6 Fine sand) in super

structure above plinth level upto First & all floor level

(Conventional)

[15] Half brick masonary in common burnt clay building 58.00 Sqm 715.04

bricks having crushing strength not less than

35kg./sq.cm. in cement mortar 1:3 (1 cement : 3 coarse

sand) with 2nos. of 6mm dia mild steel round bars every

three coarse embedded in cement mortar in

superstructure for First floor (Conventional)

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[16] Providing and fixing door Double shutter having factory 14.00 Sqm 4660.26

fabricated std. Extruded aluminium colour anodized

hollow section {Section 63.50 x 38 mm x 2.50 mm thick }

for door frame, hollow portion of door frame shall be

filled with wood to be insert for durable grip of door

hinges, with factory made 38 mm.thick flush door both

side pre laminated with 6 Lever Mortice lock, SS Aldrop

30cm long, SS Handle size 15 Cm Long, Tower Bolt size

20 cm etc. as per detail colour & pattern approved by this

office including necessary anodized alluminum fixtures

and fastenings.

[17] Providing and fixing door Single shutter having factory 13.00 Sqm 4799.75

fabricated std. Extruded aluminium colour anodized

hollow section {Section 63.50 x 38 mm x 2.50 mm thick }

for door frame, hollow portion of door frame shall be

filled with wood to be insert for durable grip of door

hinges, with factory made 38 mm.thick flush door both

side pre laminated with 6 Lever Mortice lock, SS Aldrop

30cm long, SS Handle size 15 Cm Long, Tower Bolt size

20 cm etc. as per detail colour & pattern approved by this

office including necessary anodized alluminum fixtures

and fastenings.

[18] Providing and fixing FRP frame size 100x50 mm and 5.00 Sqm 2377.76

28mm thick FRP depress panel shutter having extra

reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to be filed up with injected

fire retardant grade 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 fixtures

& fastenings & fastener sleeve.

[19] Providing and fixing Anodized Alluminum Section Jindal 33.00 Sqm 3636.76

Deluxe Sliding Window System C30 series THREE track

window as outer frame Top & Side 20837and bottom

with gutter 21203 and shutter top & Bottom 20933and

interlock 20553 and Side hangle 20553used in sjutter

with 5mm thick transparent plain float glass, with

transparent silicon sealant with allu. anosized coated

fittings and fixture etc complete.

[20] Providing and fixing Anodized Alluminum Section Jindal 5.80 Sqm 1175.56

Deluxe Sliding Window System C30 series THREE track

window as outer frame Top & Side 20837and bottom

with gutter 21203 and shutter top & Bottom 20933and

interlock 20553 and Side hangle 20553used in sjutter

with 5mm thick transparent plain float glass, with

transparent silicon sealant with allu. anosized coated

fittings and fixture etc complete.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[21] Providing and fixing Safety grills of required pattern for 954.00 Kgs 106.09

windows/ Door using necessary 16mm square M.S bar at

M.S flats at 10cm C/C horizontally spacing including

cutting, welding and fabrication etc. including one coat of

primer of approved quality and two coats of oil painting

as per detail drawing etc complete.

[22] Providing and laying 80 x 80cm GVT Vitrified tiles 8 to 10 329.00 Sqm 1531.82

mm thick with pattern colour & Shade as detailed

approve by architect (10% Dark colour tiles Pattern) 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.

[23] Providing and laying 80 x 80cm GTV Vitrified tiles 8 to 10 14.00 Sqm 1538.85

mm thick with pattern colour & Shade as detailed

approve by architect (10% Dark colour tiles Pattern) in

skirting risers of steps and dedo on 10mm thick cement

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

white cement slurry

[24] Providing and laying Mate Finished anti-skid Ceramic 18.00 Sqm 1141.45

tiles 6mm thick 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.

[25] Providing and laying 30 x 45Cm size Premium Printed 63.00 Sqm 981.50

glazed tiles 6mm thick in skirting risers of steps and

dedo on 10mm thick cement plaster 1:3 (1-cement : 3-

coarse sand) and jointed with white cement slurry

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[26] Providing and applying " Concentrate concrete 441.00 Sqm 472.38

waterproofing By Crystallization" to be supported by at

least two international Test reports showing clear

scanning Electron Microscopinc (SEM) Photographs of

dandified and mature crystals formation to plug all the

capillarytracks and pores of the concrete permantly and

permeability tested as per IS 2645 (2003) conducted by

Gujarat Engineering Reserch Institute (GERI). The

treated concrete should exhibit higher compressive

strength as per IS 516 (2008) tested by GERI.The

product should demonstrate the reduction of chloride

penetration in treated concrete by 72 % as per ASTM C

1202-05 Conducted by a National Accreditation Board

for Testing and Calibration Laboratories (NABL)

accredited laboratory including applying mortar mixed

with crystalization chemical to cracks, holes, reglets and

coving areas. The Product must have passed the overall

migration test as per 21 CFR 175-300 of US-FDA

conducted by central food Technological Research

institute (CFTRI). The product should be able to supress

the chemical erosion to 1/8 of standard samples when

subjected to a 5% sulfuric acid solution environment.

The poduct to be listed as crystalline Waterproofing in at

least three ICC-ES EVALUATION REPORT INDEX and it

should be green certified under any Ecolable program, .

Work shall be carried out as per the technical details

provided in the technical section of the tender /

Aprroved method of waterproofing accepted by Engineer

in Charge. (Plan area shall be measured)

[27] Providing and laying water proofing tretment with 441.00 Sqm 1053.72

chaina mosaic tiles flooring over avg 40 mm C.C. 1:2:4 (1

Cement, 2 sand, 1 Kapchi 20mm + 3 grit 6mm to 10mm)

bedding for maintaining slope for plain and curve surface

& 12 mm to 20 mm of broken piece of ceramic / glazed

tiles (one or more color as directed) to be laid over

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

containg one Kg. of water profing materials per bag of O

P C at plain or / and slops and to be tempered to bring

mortar ceramic 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 pattens or design as per drawing and

cleaning by using oxalic acid etc complete. .

[28] Providing and laying Mirror polished Machine polished 55.00 Sqm 2735.42

Green Marble stone slab 18mm (Average) thick for doors

& windows sill & Jams clading as per design including

full moulded round front steps & 1cm nosing &

necessary groove on trads of steps ;laid on 20mm thick

cement mortar 1:6 (1 cement : 6 coarse sand) jointed

with gray cement sluury including rubbing and polsihing

etc. complete.for Doors / windows sill & jams clading.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[29] Providing 20 mm thick double coat mala cement plaster 644.00 Sqm 270.43

on interior brick / 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 First floor & Second

[30] Providing 10mm thick cement plaster in single coat on 453.00 Sqm 217.46

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand) including finishing with a

flating coat of neat cement slurry etc. complete. for

Ground Floor

[31] Providing and fixing chiken mesh jali with square of 55.00 Sqm 92.92

12.50 x 12.50 mm of 25 gauge at junction the

Brick.masonary and reinforcement cement concrete

member including fixing materials scaffolding labour etc.

[32] Wall painting with Applying two coats of putty & two 1689.00 Sqm 160.01

coats of primer of approved brand (three coats) 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

[33] Wall painting with Applying two coats of putty & two 1030.00 Sqm 124.68

coats of primer of approved brand & (three coats) with

plastic emulsion paint of approved brand and

manufacture on undecorated ceiling surface to give an

even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and

sand papered smooth.

[34] 20mm thick sand faced cement plaster on walls upto 642.00 Sqm 335.65

height 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)

with 1cm x 1cm groovs as per pattern sample approved

by the engineer incharge etc. complete.

[35] Providing laying and jointing in true line and level 15mm 45.00 Rmt. 72.65

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 concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[36] Providing laying and jointing in true line and level 25mm 30.00 Rmt. 91.84

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 concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials. [B] 25mm dia.

[37] Providing laying and jointing in true line and level 40mm 30.00 Rmt. 148.12

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 concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.[D] 40 mm.

[38] Providing and fixing concealed center point to wall 15.00 Rmt. 170.36

ceiling & floor CPVC (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.[A] 15 mm.

[39] Providing and fixing concealed center point to wall 15.00 Rmt. 166.86

ceiling & floor CPVC (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. [C] 25 mm.

[40] Providing and fixing Stainless Handle valve of aprroved 2.00 Nos 373.39

brand (B) 25mm dia.,

[41] Providing and fixing Stainless Handle valve of aprroved 2.00 Nos 549.52

brand (C) 40mm dia.,

[42] Providing, laying and jointing in true line and level 75 15.00 Rmt. 714.46

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

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.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[43] Providing, laying and jointing in true line and level 110 86.00 Rmt. 835.15

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

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.

[44] Providing and fixing MS Z clamp on Wall or celling for 98.00 Nos 75.75

Pipe Fitting including all type necessary fittings and

accessory etc. completed as per directed engineer in

[45] Providing and fixing PVC SWR Nahni trap IS 14735 for 3.00 Nos 586.48

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.

[46] Providing and fixing screw down quarter turn heavy 6.00 Nos 683.28

duty bib taps of following size (A) Brass chromium

plated screw down bib tap (i) 15mm dia. (Plumber,

Mark, Escco or equivalent brand)

[47] Providing and fixing CP brass Quarter turn pillar tap, 2.00 Nos 808.82

capstan head screw down high pressure with screw,

shanks and back nuts (A) 15 mm dia {Jaquar, Plumber,

Mark Long pipe or equivalent brand}

[48] Providing and fixing wash basin with pedestal of std. 2.00 Nos 1817.66

Height with single hole for pillar tap with C.I or M.S

brackets painted white including cutting cutting holes

and making good the same including C.P. brass waste

and waste pipes and bottal trap (A) Vitreous China: (ii)

Flat Back washbasin 550 mm x 400mm size.In colour.

[49] Pro. & Fix.wash down water closet (Wall hung w. c .pan) 2.00 Nos 11170.81

with integral" p " or " s " trap and PVC flushing cistern

with a pair of C.L.I. Or Mild steel Brackets, complete with

fittings such as lead value siphon, 15 mm. Nominal size

brass ball valve with polythene float, C.P. Brass handle

unions and couplings for connections with inlet, outlet

and over flow pipes, 40 mm. dia. flush bend including

cutting holes in walls and making good the same

connecting the flush bend with cistern and closet etc

comp incl plastic sheet cover including jointing trap with

pipe in cm 1:1 (a) Viterous china in white or colour

[50] Providing erecting and fixing double coated 4-layer 5000.00 Litre 9.54

tough virgin plast ISI water tank of required capacity

each with all necessary fittings and connection etc.

complete on terrace.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[51] Providing and fixing 600mm x 450mm bevelled edge 2.00 Nos 833.73

mirrror 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.

[52] Providing and fixing C.P. brass towel rail comlete with 2.00 Nos 603.19

C.P. brass brackets fixed to wooden plugs with C.P. brass

scews (B) 600mm x 20mm size.

[53] Providing and fixing S.W. gully trap with C.I. grating brick 2.00 Nos 1246.92

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 of R

[54] Providing and fixing CP brass screw down stop cock of 4.00 Nos 205.83

approved quality 15mm size with adjustable wall

flange..or as per instrction of engineer incharge.

[55] Constructing brick masonry chamber for underground 3.00 Nos 2932.93

C.I. Inspection chamber and bends with briocks having

croshing 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.

[56] Constructing brick masonry chamber for underground 2.00 Nos 3660.76

C.I. Inspection chamber and bends with briocks having

croshing 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 (ii) Inside dimensions 500mm x 700 mm and

450mm deep for pipe line with one or two inlets.

[57] Finishing wall with weather proof exterior emulsion 899.00 Sqm 114.53

paint 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 complete

[58] Providing thoruting or plaster drip and moulding to 31.00 Rmt. 41.00

R.C.C. chhajja.

[59] Providing 12mm wide groove throating / notch in 107.00 Rmt. 15.15

plaster including finishing the same etc. complete for all

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[60] Providing and fixing in position 300mm high, 150mm 20.00 Nos 707.00

wide englsih letter made from 1.0mm thick stainless

steel sheet as directed by enginer in charge with all

necessary tolls & plants etc. complete.

[61] Providing and fixing in position 150mm high, Englsih 50.00 Nos 404.00

letter made from 1.0mm thick stainless steel sheet as

directed by enginer in charge with all necessary tolls &

plants etc. complete.

[62] Excavation for foundation upto 1.50mt. depth including 230.00 Cum. 149.67

sorting out and stacking of useful materials and

disposing of the excavated stuff as directed with in 50m.

Lead (B) Dense & Hard soil

[63] Providing & laying cement concrete 1: 3 : 6 (1 Cement : 3 19.00 Cum. 3307.75

Coarse sand : 6 graded B.T stone aggregate 20mm

nominal size) Curing comp. including cost of form work

in foundation and plinth

[64] Providing and laying controlled cement concrete M-250 21.00 Cum. 4547.12

and curing complete including the cost of form work but

excluding the cost of reinforcement concrete work in

Foundation footing bases of column.

[65] Providing and laying controlled cement concrete M-250 11.00 Cum. 6805.15

and curing complete including the cost of form work but

excluding the cost of reinforcement concrete work in

Column upto floor two level. Upto ground level.

[66] Providing and fixing thick M.S. pipe parking shed post & 50.45 Qtls. 6595.16

Rafter & Cross , MS pipe purlines with necessary M.S.

plate including cutting, bending, grinding, welding,

drilling for nut bolts including painting two coats of oil

painting over primer coat etc. complete.as per directed

by engineer incharge.

[67] Providing PPG sheet (Red / Teracota /White / Green / 503.00 Sqm 2027.61

Gray Shade in Color) of roofing fixed 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) 0.50 mm thick sheet.

[68] Removing and scraping of old deteriorated plaster of any 368.00 Sqm 18.94

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

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[69] Providing and erecting temporary engineered steel 540.00 Sqm 353.50

tubular standard double scaffolding system on the

exterior side of the building, maintaining it in a

serviceable condition for the required duration as

approved and removing it thereafter. The scaffolding

system shall be stiffened with bracings, runners,

connection with the building etc with suitable working

platforms at required locations with essential safety

features for the workmen etc complete as per directions

and approval of Engineer-in -charge.

[70] Providing formwork of ordinary timber planking so as to 360.00 Sqm 300.66

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not exceeding

4M. and removal of the same for insitu reinforced

concrete and plain concrete work in.

(G) Columns Pillars Posts and struts.

(1) Square Rectangular Polygonal in plan.

[71] CHIPPING EXIST CONC.FROM RCC MEMBER 171.00 Sqm 192.81

Surface of member should be checked for sounding using

hammer. The damaged/ delaminated portion will sound

hollow. The same should be marked to regular

geometrical shapes. The edges should be grooved using

slim and powerful 850W (230V) corded angle grinder

about 25 mm deep. Grinder to have no load speed of

11500 rpm with on / off side switch and for use of

cutting disc upto 100 mm. Concrete within the grooved

area should be removed using High performance chipper

hammer featuring low weight & low vibration having

single impact energy of 7.5 J, full hammering frequency

of 3180 impacts/minute, maximum chiselling

performance of 900 cm3/min, weighted emmission

sound pressure level of 94 dB (A) according to EN

Triaxial vibration for chiseling in concrete 12.1m/s2

according to 60745-2-6 and having weight according to

EPTA procedure 01/2003 of 5.6 Kgs.

[72] P/A ANTI CORROSIVE RUST REMOVER ON 539.00 Sqm 317.89

REINFORCEMENT :

Providing and applying anti corrosive rust remover

"Rusticide" of M/S Sunanda speciality coating pvt Ltd or

equivalent approved including cleaning the

reinforcement bars with wire brush or air blowing

including removing of all loose particle with applying

rust remover thoroughly on reinforcement bars by using

cotton waste swab etc. comp. with all the required tools,

tackles, labourers as required and as directed by the

Engineer in charge. (Area of Concrete treated with

poymer modified mortar shall be measured for payment

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[73] P/A STEEL PROTECTIVE COATING : 539.00 Sqm 236.20

Providing and Applying Steel protective coating: The

exposed and cleaned reinforcement bars shall be applied

with a single component cementitious corrosion

inhibiting primer which shall be applied on the surface

using suitable brush. Product: Mucis Protozione Ferro

Mono of Thermax (Area of Concrete treated with poymer

modified mortar shall be measured for payment please)

[74] P&A BONDING AGENT ON OLD SURFACE Providing 539.00 Sqm 397.41

bonding agent having a mixed density of 1.45 # 1.5 Kg

/Litre and a pot life of minimum 2 Hours at 35 Deg C. It

shall have an opentime of 6 hours and shall become fully

hard at 24 hours. It shall achieve a minimum

compressive strength of 40 M/mm2 @ 7days when

tested asper ASTM D 695 or BS 6319 Part 2 and a

flexural Strength of 25 N/mm2 @ 7 Days when tested as

per ASTM C-550 or BS 6319 Part 3. It shall achieve a

tensile strength of 15 N/mm2 @ 7 days when tested as

per BS 6319 Part 7 or ASTM D 638. It shall achieve a

slant shear bond strength of minimum 11 N/mm2 with

concrete when tested as per ASTM C 881. It shall provide

a coverage of around 2 # 2.5 SqM per Litre.

[75] P&A POLYMER MODIFIED CEMENT MORTAR : 539.00 Sqm 1591.49

Applying Corrosion Resistance single Component,

polymer modified cement mortar to patch up the

damaged concrete section in planks of upto 25mm

thickness. Providing and applying Corrosion Resistance

Single Component, polymer modified, fiber reinforced

ementatious repair mortar having water powder ratio in

the range of 0.16 and the mixed density of around 2.05 -

2.20 Gms/cc. The repair mortar shall achieve a minimum

compressive strength of 45 MPa @ 28 days when tested

as per ASTM C-109 and a flexural strength of 7 MPa

when tested as per ASTM C 348. It shall achieve a

minimum Adhesion Bond Strength of 2 MPa when tested

on Standard Elcometer as per ASTM D 4541 - 85. The

modulus of Elasticity shall be a minimum of 28 kN/mm2

when tested as per BS 1881. Product: corrosion esistance

single Component, polymer modified, fibre reinforced

cementitious of M/s. Fosroc (Renderoc SP-40), Parex

(Lanko-731).

[76] Extra for additional thickness of Polymer Modified 539.00 Sqm 1591.76

Mortar applied beyond 25 mm upto 50 mm thickness

over and above item no. 8 above.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[77] Drilling hole of required diameter and depth as directed 1797.00 Nos 145.44

for fixing of Rebars using hammer drill.Cleaning the hole

using mechanical air blower, water jetting etc.Providing

& fixing rebar in the drilled hole using approved make

Chemical grout and sealent with necessary scaffolding,

staging, labour, tools, and equipments etc. complete and

the work shall be carried out by the technical

workmens/agency approved by the manufacturer and

under technical supervision of Manufacturer of Injection

grout.etc. complete as directed by Engineer-in-charge

(a)For 8 & 10 mm. dia.bar -Depth 100 mm

[78] Providing and executing injection / pressure grouting in 34.00 Each 500.03

cracks in the parent concrete/brick work or in honey-

comb area by fixing-up PVC or metallic grout-nozzles on

line of crack in concrete/masonary at a distance not

exceeding 300mm injecting with the help of grout-pump

working at a pressure of 3.00 kg/cm2, Pressure grouting

to be done using low viscous 2-component epoxy crack

injection material " Lanko 721 "of Parexgroup,

"Conbextra EP 10 (M)" of Fosroc, " Concresive 1315" of

BASF or equivalent make shall be done in a sequence

starting from lowest grout-hole and procedding to the

next upper one, sealing the grout nozzles temporarily, on

the next day repeating the grout sequence once more

before cutting and sealing the nozzles

permanently.Finally patching up the plaster with cement

mortar (1: 3) proportion using plasticiser to increase

workability, curing with water sprinkler for minimum

three days including finishing the edges of the

patch/groove with birla putty/plaster paris, for even

matching with the adjacent plaster area etc.complete.

[79] Providing and filling of non structural cracks by exposing 170.00 Rmt. 55.98

the line of crack as per actual requirements at site and

removing all the loose material, dirt etc. from the crack

by brush. The crack shall be made moist by applying

water in the groove by brush. The same groove shall be

filled withtready mixed paste" POLYFILL-AR" of Sunanda

Speciality Coatings Pvt. Ltd. or Equivalent and making

good the walls as per manufacturer specification and as

required by the Engineer-in-charge.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[80] Rehabilitation of RCC member in RCC structure for the 90.00 Sqm 3972.15

building, height upto 15.00 m above ground level with

cement concrete as per following operation and direction

of Engineer-in-charge (i)Building up of the concrete

sections in layers not exceeding 10 mm thick, including

trowelling with wooden tools etc with Polymer modified

cement morter (with water cement ratio not more than

0.40 in the proportion of 1:5:15 (1 part Polyalk EP of

M/S Sunanda Speciallity CoatingsPrivate Ltd or of

equivalent approved brand and manufacture : 5 parts of

cement : 15 parts of coarse sand) by weight including

necessary operation of mixing the morter by Mechanical

means and casting by dashing or hand packing or by

shuttering of the requisite shape and size to achieve

compact concrete section of the shape and size to

existing R.C.C members upto thickness of 70 mm.

(a) Providing and erecting temporary engineered steel

tubular standard double scaffolding system on the

exterior side of the building, maintaining it in a

serviceable condition for the required duration as

approved and removing it thereafter. The scaffolding

system shall be stiffened with bracings, runners,

connection with the building etc with suitable working

platforms at required locations with essential safety

features for the workmen etc complete as per directions

and approval of Engineer-in -charge.

(b) Relieving structural members such as beams,

columns, slabs of their superimposed loads partially or

fully as directed by provision of adjustable steel props,

frames etc including providing necessary timber,

runners, planks, bracing, jacking up arrangements

including M.S tubular steel double scaffolding & working

plateforms at all required levels etc for all heights upto

50 metres etc and covering of all openings on inside face

to prevent entry of any material, debris etc and providing

protective covering only external side to avoid splashes

etc as per direction of Engineer-in-charge.

(c) Removal of cement plaster spalled, loose and

disintegrated concrete upto the required depth till sound

concrete is available, including exposing the

reinforcement all round and disposal of dismantled

rubbish to the dumping ground by mechanical transport

where permitted by Municipal Corporation

[81] Providing and erecting XLPE (IS:7098)(I)-88 ISI 15.00 Cum. 285.73

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of

cables (c) 4 core 10 Sq. mm

[82] Providing and laying in foundation cement concrete 7.00 Cum. 2680.21

1:4:8 (1 cement : 4 coarse sand :8 graded stone

aggregate 40mm nominal size) and curing complete

excluding cost of form work in :(a) Foundation plinth.

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

[83] Providing and laying ordinary cement concrete 1:2:4 (1 5.00 Cum. 3652.51

cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) and curing etc. complete including the cost

of form work but excluding the cost of reinforcement (a)

[84] Brick work using common burnt clay buildiing bricks 23.00 Cum. 4021.02

having crushing strength not less than 35kg./sq.cm. in

foundation and plinth in C.M. 1:6 (1Cement : 6 Coarse

sand) G.L. to Plinth level (Conventional.)

[85] Providing and fixing C.I. Manhole cover 0.60 x 0.45 Mt. 4.00 Nos. 958.17

Size having weight not less than 35 kg.

[86] Providing 15mm thick cement plaster in single coat on 93.00 Sqm 221.60

brick / concrete wall for interior plastering up to floor

two level finished even and smooth in cement mortar 1:4

(1 Cement : 4 Sand) and mixing water proofing materials

in cement mortar in proportion recommanded by the

manufacuterer for ground floor.

[87] Providing, laying and jointing in true line and level 160 90.00 Rmt. 831.22

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

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.

Total Rs.

I/We am/are willing to carry out the work at…...................... % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net ________________________________ Net ________________________________

In words __________________________ In words __________________________

Description of Item

Item Rates

(with brief specification and reference to Quantity Unit Amount

No. In Figure

book of specifications)

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 Dismantal Material amount of Rs……NA…. must be recovered from Contractor's R.A Bill.

6. Payment will be given only if the material testing result is satisfactory.Testing of material shall be

done as per statement attached with specification

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub Division Kheda R & B Division

Kheda Nadiad