S.R. to District Treasury office, Bhadra, Ahmedabad. (Structural Strengthening and Retrofitting works of damaged structural members, Water Proofing work, Bathroom repairing work, colour work and other misc. works)

S.R. to District Treasury office, Bhadra, Ahmedabad (Structural Strengthening and

Retrofitting works of damaged structural members, Water Proofing work,

Bathroom repairing work, colour work and other misc. works)

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

1 1 144.00 Dismantling C.I. pipes G.S.W. pipe 74.77 Rupees Rmt

and A.C. rain water pipes with Seventy Four

fittings and clamps included And Paise

stacking the materials with all lead Seventy

and lift. (for any dia. of pipe).

2 2 199.20 Dismentaling tiled of stone floors 47.72 Rupees Forty Sqm

laid in mortar including stacking of Seven And

serviceable materilas and disposal Paise

of unserviceable materials with all Seventy Two

3 3 372.00 Removing and scraping of old 19.57 Rupees Sqm

deteriorated plaster of any Nineteen

thickness from wall / R.C.C member And Paise

including stacking of serviceable Fifty Seven

material and disposal of

unserviceable from site of work with

all lead and lift

4 4 19.00 Dismentling 187.71 Rupees One Nos

doors,windows,ventilators etc. Hundred

(wood or steel) shutters including Eighty Seven

chowkhats architraves, holdfasts And Paise

and other attachment etc. complete

and stacking them within all lead

and lift.(i) Not exceeding 3 Sq.M. in

5 5 30.40 Dismentaling of sheet roofing 47.72 Rupees Forty Sqm

including ridges, Hips, Valleys, Seven And

Gutters etc. stackingof serviceable Paise

materilas anddisposal of Seventy Two

unserviceablematerials with all lead

and lift.(i) G.I.sheet roofing.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

6 6 24.00 Dismantalling of wooden 71.59 Rupees Sqm

floors/modular partition/partition Seventy One

including stacking of serviceable And Paise

materials and disposal of Fifty Nine

unserviceable materials with all lead

and lifts. (Silimar item for

alluminium section dismental)

7 7 96.00 Providing and filling of non 65.10 Rupees Sixty Rmt

structural cracks by exposing the Five And

line of crack as per actual Paise Ten

requirements at site and removing Only

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.

crack-X of Dr.Fixit or Equivalent and

making good the walls as per

manufacturer specification and as

required by the Engineer-in-charge.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

8 8 50.00 Providing and executing injection / 499.80 Rupees Four Nos

pressure grouting in cracks in the Hundred

parent concrete/brick work or in Ninety Nine

honey-comb area by fixing-up PVC And Paise

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

kg/cm2,Pressure grouting to be

done using low viscous 2-

component epoxy gcrack injection

material " Lanco 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

9 9 40.00 Stitching the crack in brick wall by 1544.82 Rupees One Nos

cutting 100 mm x 100 mm recess Thousand

450mm long on each side of crack. Five

Providing and placing M.S. angle of Hundred

size 50mm x 50 mm x 5 mm and

mm long and filling the recess with

polymer modified mortar complete Only

all as per direction of Engineer-in-

10 10 10.00 Dismantling sanitary fittings like 405.65 Rupees Four Each

wash basin . W.C. pan Indian and Hundred

European type, flushing tank etc. Five And

including stacking the materials with Paise Sixty

all lead and lift.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

11 11 213.00 Providing and applying High 4406.78 Rupees Four Sqm

Strength Carbon Fiber Mesh Thousand

Nitowrap CF(CS) of 250 GSM on wet Four

mortar and application of second Hundred Six

layer of mortar and float to finish

followed by curing.The repair

mortar used shall be single

component and shall be mixed with

water at water powder ratio of

and shall have drying shrinkage <

1000 microstrain as per ASTM C

157-93; compressive strength >

MPa ; Flexural Strength > 7 Mpa as

per ASTM C 348, bond strength >

MPa as per ASTM C 1042. Repair

mortar used shall have CE (CE-

29842) marking and compliance

according to Construction Products

Directive 89/106/EEC (CPD).

Carbon Fiber Mesh shall have grid

size of 20mm ; areal weigth of

g/sqm; tensile strength of 150 kN/m

; Elastic Modulous of >230000 MPa ;

bond strength > 1 MPa as per ASTM

D4541 , etc, complete.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

12 12 91.60 CHIPPING EXIST CONC.FROM RCC 355.42 Rupees Sqm

MEMBER Surface of member should Three

be checked for sounding using Hundred

hammer. The damaged/ Fifty Five

delaminated portion will sound

hollow. The same should be

markedto regular geometrical

shapes. The edges should be grooved

using slimand 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 60745, Triaxial

vibration for chiseling in concrete

12.1 m/sq.sec according to 60745-2-

6 and having weight according to

13 13 91.60 P/A ANTI CORROSIVE RUST 246.29 Rupees Two Sqm

REMOVER ON REIN Providing and Hundred

applying anti corrosive rust remover Forty Six And

"Rusticide" of M/S Sunanda Paise Twenty

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.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

14 14 91.60 P/A STEEL PROTECTIVE COATING 346.90 Rupees Sqm

Providing and Applying Steel Three

protective coating: The exposed and Hundred

cleaned reinforcement bars shall be Forty Six And

applied with a single component

cementitious corrosion inhibiting

primer which shall be applied on the

surface using suitable brush.

15 15 91.60 P&A BONDING AGENT ON OLD 324.04 Rupees Sqm

SURFACE Providing bonding agent Three

having a mixed density of 1.45 # 1.5 Hundred

Kg /Litre and a pot life of minimum Twenty Four

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 @

days when tested as per BS

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.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

16 16 91.60 P&A POLYMER MODIF. CEMENT 1939.94 Rupees One Sqm

MORTAR Thousand

Applying corrossion resistance Nine

single component, polymer modified Hundred

cement mortar to patch up the

damaged concrete section in planks

of 25mm thickness. Providing and Only

applying corrossion resistance

single component polymer modified

fibre reinforced cementatious repair

mortar having water powder ratio in

the range of 0.16 and the mixed

density of around 2.05 to

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

acheve 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

Product: Fosroc : Renderoc SP-40,

Sika/Parex : Lanco-731 or as

17 17 45.80 Extra for additional thickeness of 1163.96 Rupees One Sqm

Polymer Modified Mortar over and Thousand

above 25 mm thickness. A) One Hundred

Additional thickness of 15 mm or Sixty Three

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

18 18 914.00 Drilling hole of required diameter 189.32 Rupees One Nos

and depth as directed for fixing of Hundred

Rebars using hammer drill.Cleaning Eighty Nine

the hole using mechanical air And Paise

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-

For 8 & 10 mm. dia.bar -Depth

19 19 644.80 Providing TMT Bar FE 500D 76.21 Rupees Kg

reinforcement for R.C.C. work Seventy Six

including bending, binding and And Paise

placing in position complete upto Twenty One

floor two level.

20 20 252.90 Providing and fixing temporary 214.08 Rupees Two Sqm

engineered steel tubular standard Hundred

double scaffolding system on the Fourteen

exterior side for the height upto And Paise

45.00m i.e upto 12th floor and

maintaining it in a serviceable

condition for the required duration

as approved and removingit

thereafter. The scaffolding system

shall be stiffened with bracings,

runners, connection with the

building etc with suitable working

platform at required locations with

essential safety features for the

workmen etc, complete as per

direction and approval of Engineer-

in-charge. The elevational area of the

scaffolding shall be measured for

payment purpose.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

21 21 58.00 Propping and supporting the 358.27 Rupees Nos

structural members and its Three

adjoining areas with steel props Hundred

(adjustable or as required), bracings, Fifty Eight

steel/timber runners etc. to relieve

the structural member of the

rrquired load coming over it as per

the pattern given by the contractor

and approved by Engineer in charge

a) Steel prop of 5 MT capacity and

adjustable upto 3.25 m height.

22 22 252.90 Providing and fixing safety Overlay 243.47 Rupees Two Sqm

net having cord and boarder rope Hundred

diameter 12mm ,mesh rope dia 4 Forty Three

mm & mesh size 100 mm x 100 mm And Paise

and overlay net 25 mm x 25 mm of

size 10 metre x 5 metre and weight

9.00 kg to protect and arrest of

personal and also to safe guard

workmen working below safety net

by preventing fall of concrete,

debries, small tools.Fixing of net to

be done by providing 75 mm dia M.S.

pipes and clamping with RCC as per

approved fire and safety norms

etc.all complete as per direction of

Engineer-in-charge.

23 23 927.30 Structural steel work ( Confirming to 127.95 Rupees One Kg

IS 4923-1997) riveted, bolted or Hundred

welded in builtup for all type Twenty

sections, in framed work, including Seven And

cutting, hoisting, fixing in position

and applying a priming coat of

approved steel primer all complete

as per the structural designs and

directions of Engineer in charge.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

24 24 458.30 Providing and laying Fiber 389.16 Rupees Sqm

Reinforced Acrylic Polymer based Three

Waterproofing Coating on Terrace Hundred

up to any height by first cleaning the Eighty Nine

surface, then apply One coat of

Acrylic Primer and Three Coat of

Waterproofing Coating by brush or

any other method suggested by the

manufacturer with Minimum 5 years

of Guarantee against any leakage inc.

all Material and Labour Charges etc.

25 25 10.50 Provoding and fixing flush door 1797.77 Rupees One Sqm

shutters, solid core construction Thousand

with frame of first class hardwood Seven

with cross board and face veneer or Hundred

plywood face panels, including

anodised alluminium butt hinges

with necessary screws. (B) Non- Seven Only

decorative type and block board

core anodised alluminium butt

hinges in flush door shutters (2)

26 26 23.04 Providing and fixing window having 1713.70 Rupees One Sqm

extruded aluminum Colour anodized Thousand

section frame main outer size 63.50 Seven

x 38.10 x1.95mm,@ Wt 1.094 Hundred

Kg/Rmt, horizontal two track

member size 61.85mm x 31.75mm x

Kg/mt,vertical member of size

wt. of 0.659 Kg/mt with sliding

shutters of horizontal member size

0.456Kg/mt, vertical member of size

with 5mm 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.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

27 27 24.00 Providing and fixing powder coated 1944.51 Rupees One Sqm

alluminium standed section fully Thousand

paneled fixed type partition having Nine

1.00 cm x 1.05mm size grid of Hundred

alluminium section 63.50 x 38.10 x

1.90 mm panels of 12mm thick both

side interior grade I.S, Mark pre- Only

laminated particle board or Glass

8mm of approved make and shape

incl. providing openable doors and

windows (swing/sliding type

shutter) as and where required and

as directed by engineer in charge

incl. fixing in ture line and level at

bottom panel top and bottom incl. all

fixture and fastening like glazing

clips gasket & hardware and labour

as required etc complete.

28 28 250.00 Providing and fixing M.S. grills of 101.17 Rupees One Kg

required pattern to wooden frames Hundred One

of windows etc. with M.S. flats at And Paise

required spacings and frame Seventeen

alround, square or round bars with

round headed bolts and nuts or by

screws (A) Plain Grill.

29 29 30.40 Providing corrugated G.I. sheet of 727.13 Rupees Sqm

class-3 roofing fixed with Seven

glavanished iron J or L Hooks, Bolts Hundred

and nuts 8mm diameter with Twenty

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)

mm thick sheet.

30 30 0.80 Steel work,welded in builtup 8413.48 Rupees Eight Qtl

sections framed work including Thousand

cutting, hoisting, fixing in position Four

and applying a priming coat of red Hundred

lead paint. (A) In beams and joists,

channels, anglesTees, flats,with

connecting plates or angle cleats as

inmain and cross beams. Hip and

jack rafters,purlins conneted to

common rafters and the like

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

31 31 24.00 Providing and laying polished Kota 992.66 Rupees Nine Sqm

stone slab flooring over 20mm Hundred

(Average) thick base of cement Ninety Two

mortar1:6 (1-cement : 6-coarse And Paise

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

32 32 17.90 Providing and Fixing Machine cut, 3180.71 Rupees Sqm

free edges, machine polished Granite Three

stone slab 18 mm thick (single piece Thousand

not more than 150 cm ) for One Hundred

Doors/Windows sill and Jambs,

staircase tread and risers, cladding

etc. as per design including edge Only

polish of all open edges of granite

stone and laid on 20 mm thick

cement mortar 1:6 ( 1 cement:6

coarse sand) jointed with grey

cement slurry including rubbing and

polishing finishing etc complete.

33 33 43.40 P & L 24"x24" vitrified 8mm thick 1189.88 Rupees One Sqm

tile flooring over 20mm(average) Thousand

base of cement mortar 1:6 ( 1 One Hundred

cement: 6 coarse sand) on new Eighty Nine

surface or fixing on existing flooring

by adhesive material including

dismentaling of existing flooring and

jointed with color cement slurry

including finised with flush pointing

& cleaning the surface etc. complete

for light shade

34 34 56.50 Providing and laying Ceramic tiles 970.07 Rupees Nine Sqm

6mm thick in flooring treads of steps Hundred

and landing laid on a bed of 12mm Seventy And

thick cement mortar 1:3 (1-cement : Paise Seven

3 coarsesand) finishing with flush

pointing in white cement.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

35 35 124.80 Providing and laying coloured 1441.22 Rupees One Sqm

glazed tiles of the size 300 mm x 200 Thousand

mm x 8mm /300mm x 450mm x 8 Four

mm in skirting, risers of steps and Hundred

dedo on 10 mm. thick cement

plaster 1:3 (1 cement : 3 coarse

sand) & jointed with white cement Only

36 36 221.60 Providing 15mm thick cement 224.79 Rupees Two Sqm

plaster in single coat on Rough Hundred

(Similar)side of single or half brick Twenty Four

walls for interior plastering upto And Paise

floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-

cement:3-sand)) incl. finishing with

a floating coat of neat cement slurry.

37 37 242.00 20 mm thick sand faced cement 300.66 Rupees Sqm

plaster on walls upto height 10 Mt. Three

above ground level consisting of 12 Hundred And

mm thick backing coat of C.M. 1:3 (1 Paise Sixty

Cement : 3 Sand) and 8 mm thick

finishing coat of C.M. 1:1 (1 Cement :

1 sand) etc. complete.

38 38 650.00 Distempering (Two coats) with oil 117.43 Rupees One Sqm

bound washable distemper of Hundred

approved brand and manufacture Seventeen

and of required shade on wall And Paise

surfaces to give an even shade, over

and including applying two coats of

Birla (white cement based) or Asian

(acrylic lapy- putty) or equivalent &

two coats of primer of approved

brand and manufacture after

thoroughly brushing the surface and

other foreign matter and also

including preparing the surface even

and sand parpered smooth.

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

39 39 500.00 Finishing wall with weather proof 114.53 Rupees One Sqm

exterior emulsion paint on wall Hundred

surface (two coats) to give an Fourteen

required shape even shade after And Paise

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials.etc complete

40 40 2.00 Providing and fixing wash down 1595.04 Rupees One Nos

water closet (European type W.C. Thousand

Pan) with integral P or S trap Five

including jointing the trap with soil Hundred

pipe in Cement Mortar 1:1(1-

Cement:1-fine sand) with plastic

(A) Vitreous China Pattern :(i) in

41 41 2.00 Providing and fixing water closet 1250.33 Rupees One Nos

squatting Pan (Indian type W.C. Pan) Thousand

size 580mm with "P" or "S" trap Two

(Earth work, bed concrete, foot rest Hundred

to be measured and paid for

separately) (A) Vitreous China.(I)

Long pattern = White colour

42 42 4.00 Providing and fixing Urinal or 1036.27 Rupees One Nos

approved quality including Thousand

conecting the Urinal with waste Thirty Six

pipe, tap etc. complete. (A)White And Paise

earthenware flat back or corner type

size 430mm x 260mm x 350mm.

43 43 2.00 Providing and fixing wash basin with 1790.82 Rupees One Nos

single hole for pillar tap with C.I. or Thousand

M.S. brackets painted white Seven

including cutting holes and making Hundred

good the same including 32mm dia.

waste couplin and 15mm dia. C.P.

brass pillar tap (A) Vitreous

China:(ii) Flat Back washbasin

550mm x 400mm size. (i) In white

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

44 44 6.00 Providing and fixing screw down bib 186.83 Rupees One Nos

taps of following size.(B) Brass Hundred

chromium plated screws down Bib Eighty Six

Tap. (i) 15mm dia. And Paise

45 45 6.00 Providing and fixing brass screw 205.83 Rupees Two Nos

down stop tap. (A) 15mm dia. Hundred

46 46 4.00 Providing and fixing chromium 263.77 Rupees Two Nos

plated brass half trun flush cock of Hundred

approved quality including fixing in Sixty Three

pipe line etc. complete. (ii) 25mm And Paise

47 47 4.00 Providing and fixing PVC SWR Nahni 558.36 Rupees Five Nos

trap IS:14735 for drain- 75mm Hundred

diameter with jali of the following Fifty Eight

nominal diameter of self cleansing And Paise

design with C.I. scread down or

hinged grating including the cost of

cutting and making good the walls

48 48 52.00 Providing laying and jointing in true 72.65 Rupees Rmt

line and level 15mm dia. U.P.V.C. Seventy Two

Pipe ( SCH- 40) for cold water And Paise

including fittings make PRINCE / Sixty Five

SUPREME / ASTRAL / FINOLEX or

equivalent 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

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

49 49 32.00 Providing laying and jointing in true 91.84 Rupees Rmt

line and level 25 mm dia. U.P.V.C. Ninety One

Pipe ( SCH- 40) for cold water And Paise

including fittings make PRINCE / Eighty Four

SUPREME / ASTRAL / FINOLEX or

equivalent 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

50 50 30.00 Providing and fixing to wall ceiling 336.24 Rupees Rmt

and floor 10 Kg. F/Cm2 working Three

pressure polythene pipes of the Hundred

following outside Dia. Low densidy, Thirty Six

complete with special falnge

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor.(F) 110 mm

51 51 30.00 Providing, laying and jointing in true 1526.68 Rupees One Rmt.

line and level 250 diametre U.P.V.C Thousand

foamfit pipe conforming to IS 16098 Five

with one end plain and other end Hundred

socketed for drainage system pipe

line, pipe shall be jointed with each

other with rubber lubricant, Only

including testing of pipes and joints

and jointed with adhesive solvent

cement including cost of all

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

52 52 1.00 Constructing Manhole with R.C.C. top slab in 11029.97 Rupees Nos

1:2:4 mix (1-cement : 2-coarse sand : 4- Eleven

graded stone aggregate 20 mm nominal Thousand

size) foundation concrete1:3:6 mix (1- Twenty Nine

cement : 3-coarse sand : 6 Brick bats 40 +

50 mm size) inside plastering 15 mm thick

with Cement Mortar 1:5 (1-Cement : 5-

coarse sand) finished with a floating coat of Only

neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement : 2-Coarse

sand : 4stone aggregate 20 mm nominal

size) finished smooth complete including

curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover

with frame size 560 mm diameter total

weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64Kg. and Wt. of

frame 64 Kg.) (A) With 230 mm thick walls

of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in

Cement Mortar 1:5 (1-Cement:5-Coarse

sand) (1) A type depth 0.90 Metre for

mm diameter sewer.

53 53 120.00 Providing and fixing pre-cast Rubber 686.90 Rupees Six Smt.

Dye / steel Dye inter locking Hundred

concrete block 60mm thick with Eighty Six

grade of concrete M300 pnumatic And Paise

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.

54 54 10.00 Providing and fixing pre-cast 361.64 Rupees Rmt.

concrete kerb stone of gray cement Three

based concrete block 30cm Hundred

length,30cm height and 15cm thick Sixty One

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 : 3 fine sand) etc

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

55 55 11.40 Providing and fixing FRP frame size 2377.76 Rupees Two Smt.

100x50 mm and 28mm thick FRP Thousand

depress panel shutter having extra Three

reinforcement on sides & edges in Hundred

Gel coat finish. The core of the

shutter & frame is to be filed up with

injected fire retardant grade Seventy Six

polyurethene foam done in situ Only

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

56 56 30.40 Painting two coats (excluding 87.81 Rupees Smt.

priming coat) on new steel and other Eighty Seven

metal surface with enamel paint, And Paise

brushing, interior to give an even Eighty One

shade including cleaning the surface

an even shade including cleanicn the

surface of all dirt, dust and other

foreign matter.

57 57 3.70 Providing and laying Vitrified tiles 8 1141.45 Rupees One Smt.

to 10 mm thick , 24'' x 24'' in skrting Thousand

risers of steps and dedo on 10mm One Hundred

thick cement plaster 1:3 (1- cement : Forty One

3-coarse sand) and jointed with

white cement slurry

58 58 278.10 Removing dry or oil bound 11.30 Rupees Smt.

distemper by a washing and Eleven And

scraping and sand papering the wall Paise Thirty

surface smooth including necessary Only

repairs to scratches complete.

Rupees Thirty Lakh(s) Seventy One Thousand Five Hundred Fifty Five And Paise Sixty

Sr. Item Qty. Estt. Item of work Estt. Estt. Rate Unit Amount

No. No. But may Rate in in Word

be more Figures

I / we am / are willing ro carry out the work at ________________ % above / below (should be written in

figure and words) below / above the tenders rates sanctioned above of many works put as under:

* Estimated Amount put to * Estimated Amount put to

Tender Rs. _______________ Tender Rs. _______________

Deduct Rs ___________ Below Add Rs ___________ Above

Net Rs. (In Words):- Net Rs. (In Words):-

*(Plesase strike out whicever 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 Dismanteled Materials Amount Rs.28488.00 Deducted from 1st R.A. Bill.

Dated Signature of the contractor

Deputy Executive Engineer Executive Engineer

City (R&B) Sub Division Ahmedabad City (R&B) Division

Ahmedabad Ahmedabad