Maintenance of wearing coat and other repairing item at existing various Bridges of CZ, SWZ, SZ - A and B, SEZ within Surat city limit, Surat. (5th Attempt)(work No.03)

Item Description Unit Quantity Rate Amount

1 Portable Barricade in Construction Each 6.00 3,035.05

1A Reuse of above barricades in item no. 1 Sq Mt 11.00 28.32

for traffic safety purpose without

procuring new barricades

2 Removal of existing cement concrete Sq Mt 50.00 135.27

wearing coat including its disposal

complete as per Technical specification

with out causing any detrimental effect

to any part of the bridge structure and

removal of dismantled material with

all lifts and lead upto 1000m (Upto

Thickness 150 mm)

3 Providing & casting in situ controlled CUM 3.75 5,392.39

cement concrete M-30 for average

mm thick wearing coat laid as directed

including all excluding cost of

4 Providing and fixing in position FE MT 0.50 72,601.86

500/500D TMT bar reinforcement

5 Provding P.V.C. 100 mm diameter NOS 40.00 159.37

6 Replacement of Expansion Joint : Rmt 0.00 15,470.00

7 Steel work,riveted in built up section KG - 58.19

framed work including cutting ,hoisting,

fixing in position and applying a primer

coat of read lead paint

8 Providing & applying two coats of Sq Mt 100.00 82.00

weather shield max paint (3 coats may

be required in case of darker colours.)

of ICI Dulux or Apex Ultima of Asian

Paint including applying exterior acrylic

9 Removal of damaged concrete and Sq Mt 541.00 460.00

surface preparation:

10 Rust removal & Application of Anti- Sq Mt 466.00 525.00

Corrosive Coating for Steel Bars:.

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

11 Repairing of damaged RCC members Sq Mt 102.00 902.00

by 15mm thick Acryalic,NON-SBR

Based,Polymer modified mortar

including applying bonding coat of

Acryalic,NON-SBR Based,Polymer in

required proportion as per

specifications. The rates shall be

inclusive of necessary

ccess/scaffolding, mixing polymer

mortar in mixers, compacting mortars

by hand held vibrators, curing etc.

complete. (Use Polymer : Cement

:Quartz Sand in 1:5:15 proportion)

12 Providing and applying cement mortar Sq Mt 105.00 1,208.00

(1:3) modified by using polymer and

expanding grout additives at 25 mm

thickness for repair / strengthening of

various RCC elements at all floor

levels, lead, lift, including breaking,

chipping, dismentling existing cover

concrete and exposing existing

reinforcement, applying wirebrush for

making surfaces of steel and concrete

free from rust and other loose materials,

applying rust removing chemical on

existing reinforcement, applying anti-

corrosive coating on existing

reinforcement, applying polymer

bonding agent on existing concrete

surfaces before applying polymer

modified mortar in specified thickness

as directed by the Engineer-in-charge.

13 Strengthening existing RCC members Sq Mt 520.00 4,555.00

like RCC Piers, Abutments, Pier caps,

Bed blocks, girders, deck slab, etc. with

epoxy mortar (Sika, Sunanda, BASF,

Perma) including applying bonding coat

of epoxy with hardener formulations in

required porportion as per specifications

in layers of built up thickness of 50mm,

necessary scaffolding etc.complete.

14 Providing and appliying thixotropic Sq Mt 10.00 1,370.00

Making up lost section of concrete /

mortor with thixotropic repair mortor of

onecomponent, normal-setting,

shrinkage-compensating, thixotropic

mortar for layers up to 25 mm thick.

15 Providing and appliying thixotropic Sq Mt 5.00 2,460.00

Making up lost section of concrete /

mortor with thixotropic repair mortor of

one component, normal-setting,

shrinkage-compensating, thixotropic

mortar for layers up to 50 mm thick.

16 Cementitious Injection Grouting: KG 410.00 75.00

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

17 Low Viscous Epoxy Injection for Dry KG 608.00 1,670.00

Cracks in concrete Providing and

executing injection/pressure grouting in

cracks in the parent concrete

18 Providing and laying micro concrete KG 1,590.00 44.00

(Sika, Sunanda, FOSROC, BASF,

Perma) for RCC Piers, Pier caps, bed

blocks etc. of approved brand including

epoxy bonding coat of equivalent brand,

scaffolding, waterproof shuttering,

pouring, consolidating, curing etc. as

per specifications etc. complete. (The

items shall be paid on actual

consumption of micro concrete) Testing

of mircro concrete prior to use is

necessary. The cost for the same shall

be included in the rates of finished

19 Providing and fixing in position M.S./ MT 1.00 76,210.00

TOR reinforcement of any dia. for

RCC Piers, Abutments, Pier caps, Bed

blocks, girders, deck slab, etc.

20 Providing and fixing post and pipe RMT 0.00 1,204.77

railing as per detailed drawing including

3 coats of painting to steel works

complete.(up to 10 ton)

21 Providing and casting in situ controlled CUM 0.00 4,712.22

cement concrete M-200 for Kerb/ kerb

blocks in line and level and shape

22 Cleaning of Rain water spout of Bridge NOS 15.00 15.00

(Excluding Pipe Network)

23 Removing the damaged existing spouts NOS 40.00 73.00

without disturbing the deck slab/

wearing course.

24 Shear connectors:- Drilling holes into

existing concrete substrate for

anchoring of new anchoring rebars with

Different dia shear connectors at 0.35-

0.4 m c/c (6 to 8 Nos/Sqm) as per

drawing and for additional rebar

provision in repair area and fixing with

High performance Epoxy-Resin based

chemical anchor grout Lokfix E77 of

Fosroc make. Drilling hole diameter:

mm larger to rebar dia drilling depth:

min 10 times the rebar dia including

cleaning, cutting, fabricating, chemical,

nozzels, tools & tackles etc. completed

as directed by EIC. The chemical

should have EAD approval, CE

approval, LEED compliant VOC level

having 100 years of design life tested

for durability parameters. Lokfix E77

posess following properties

Compressive Strength > 110 MPa,

Flexural Strength > 60 Mpa,

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

Watertightness - 0mm, Thermal

Conductivity - 0.50W/m.K. including

all labours, tools and machineries,

plants, necessary surface preparation

and necessary protection after and

during work. (Payment shall be made as

per actual number of shear connectors

installed.) Steel shall be paid separately.

Shear connectors:- 10 mm Dia NOS 110.00 235.00

Shear connectors:- 12 mm Dia NOS 36.00 280.00

Shear connectors:- 16 mm Dia NOS 0.00 350.00

25 4" Dia. Core cutting in R.C.C wall/slab NOS 0.00 2,288.14

26 Providing & Fixing of Rubber in Rmt 420.00 2,225.48

Existing Old Strip Seal Expansion Joint

27 Providing, Designing and fixing of flex Sq Mt 12.00 1,297.00

signage with MS Frame for external use

and with uniformity so that the same

can be backlit.

28 Supplying and conveying Bitumen KG 400.00 17.22

based pre- Mix/Ready Mix Material for

Pothole Repair work as per IRC 116-

2014 or equivalent.(Supply only)

29 Breaking of loose concrete or loose CUM 3.00 49,200.00

bituminous Wearing coat upto the

mother Slab. Clean the surface with

blower & make it dust and stain free.

Supplying and Repairing of Potholes

using Bitumen based pre-Mix/Ready

mix material as per IRC 116-2014 or

equivalent in average 75mm thickness

of RCC or Bitumenus weraing coat with

necessary compaction.

30 Breaking of bituminous carpeting / CUM 2.75 1,14,816.00

RCC Wearing coat up to mother slab

with breaker machine &remove loose &

laitance material from the surface with

wire brush. Clean the surface with

blower & make it dust and stain free

apply bond coat on mother slab as well

as edges of existing slab with latex

power, providing & laying non

shrinkage high strength free flow

cementations grout or mortar in average

75 mm thickness having minimum

strength 20 N/mm2 @ 3 hr or free for

traffic movement within 3 hr as

instructed by executive engineer

including form work and barricading

required as per site condition.

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

31 FRP Sheets for structural strengthening Sq Mt 25.00 4,523.00

- (Carbon Fiber Wrapping)

Providing and applying Nitowrap CWS

or equivalent uni directional, high

strength carbon fiber sheets of

GSM. The FRP fabric used shall be of

zero degree unidirectional fibers having

fiber density of 1.8 g/cc and shall have

tensile strength > 4900 MPa ; tensile

modulous > 230 GPa and ultimate

elongation of 2.1%. The substrate shall

be primed with compatible epoxy

primer & epoxy impregnating resin

saturant shall be used for saturating the

fibers. Saturant used shall have tensile

strength of >30 MPa; Elongation > 2% ;

Flexural strength > 30 MPa ; Tensile

Modulous > 2400 MPa & Flexural

Modulous > 1700 MPa when tested as

per ASTM D638 Type I and ASTM D

790 & Glass Transition Temperature >

100 deg Celcius as per ASTM E

The adhesion of the entire system(FRP

Sheet, Saturant and primer combined)

with concrete shall be > 3.5 MPa with

concrete failure as per ASTM D

4541.Wrapping the CFRP fabric to

RCC member at desired orientation

using tamping rollers to avoid any air

voids etc. and sprinkling sand over it as

per direction and satisfaction of

Engineer-in-charge, etc, complete

Product used shall have CE (CE-29842)

marking and compliance according to

Construction Products Directive

89/106/EEC (CPD)

32 FRP Laminates for structural Rmt 34.00 2,205.00

strengthening - (Carbon Fibre

Providing and applying Nitoplate CPS -

Carbon Fiber FRP Pultruded Laminate

strips of 1.4mm thick and 100mm width

to the prepared substrate using

thixotropic epoxy adhesive. The FRP

laminate used shall be of zero degree

unidirectional fibers having volumetric

fiber content of 68%, fiber density of

1.5 g/cc and shall have tensile strength

of 3000 MPa ; tensile modulous of

GPa and ultimate elongation of 1.7%.

The thixotropic epoxy bonding adhesive

shall be applied at 1mm thickness on

the substrate and 2mm thickness on the

laminate. The adhesion of the entire

system(Laminate and adhesive

combined) with concrete shall be >

MPa with concrete failure as per ASTM

D 4541. The adhesive used shall have

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

tensile modulous > 2700 MPa (ASTM

D638) ; flexural modulous >

MPa (ASTM D790 ) ; Elongation >

2.5% & Glass Transition TemPerature >

100 deg C (ASTM E 1356). The ends of

the laminates shall be anchored

suitably.,etc complete. Product used

shall have CE (CE-29842) marking and

compliance according to Construction

Products Directive 89/106/EEC (CPD)

33 Demolition and disposal of C.M 50.00 524.48

unserviceable materialswith all lead and

lift.(i) Lime concrete.

(ii) RCC work C.M 0.00 1,057.47

(iii) in Cement mortar. CM 0.00 550.40

34 Removing/Scraping of old SM 13.00 19.57

detoriosted/cheaping of plaster work

from old masonary wall including

disposal of unserviceable materials with

all lead and lift.

35 Dismentalling tiled or stone floors laid SM 11.00 47.72

in mortar including stacking of

serviceable materials and disposal of

unserviceable materials with all lead &

36 Dismantling PVC pipe / A.C Rainwater Rmt 0.00 74.77

/G.I pipes pipes with fittings and clamps

including stacking the materials with all

lead and lift. ( for any dia, of pipe & for

37 Dismentalling G.I. chain link fencing Rmt 0.00 66.81

including making rolls and also

including dismentaling posts including

all earth work concrete in base and

making good the disturbed ground

staking useful materials as directed and

disposeing of the unserviceable

materials with all lead and lift.

38 Excavation for foundation

includ.sorting out & stacking of useful

materials & disposing of the excavated

stuff upto 50 mt. Lead & all lift,

watering etc. Comp.

(A) Loose or Soft soil With

(1) Up to 1.5 Mt. depth CM. 0.00 17.26

(B) Loose or Soft soil-With Manual

(1) Up to 1.5 Mt. depth CM. 0.00 203.83

39 Boring holes 3.5 mt.deep in ordinary

soil ( for cast in situ piles) & disposal of

the surplus excavated soil as directed

within a lead of 50 M. For following

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

diameter of piles.

40 Providing and Filling in foundation and CM 0.00 289.06

plinth with yellow or selected soil in

layer of 20 cm thickness including

watering ramming and consolidationg

41 Providing and laying cement concrete 1: CM 2.00 2,680.21

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

stone aggregates 40 mm nominal size)

and curing complete excluding cost of

42 Providing & laying cement concrete

1:1.5:3 (1 cement:1.5 sand:3 graded

stone agg. 20 mm nominal size)&

curing comp. Includ.cost of form work

but exclu. Cost of reinforcement for

reinforced concrete work in :

(A) Foundation, footing, base of CM 5.00 4,146.15

columns and mass concrete

43 Providing & laying ordinary cement

con.1:1.5:3 (1 cement: 1.5sand :

graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp.

Incld. Cost of form work but excl. Cost

of reinforcement for R.C.C. Work in :

(1)Having c/s area up to 0.08 s.mt CM 0.00 12,632.60

(2) Having c/s area more than 0.08 sq. CM 0.00 11,166.97

mt. & upto 0.12 sq.mt

(3) Having cross sectional area more CM 0.00 9,201.68

than 0.12 sq. mt.

(1)Having c/s area up to 0.08 s.mt CM 0.00 9,102.61

(2) Having c/s area more than 0.08 sq. CM 0.00 8,174.41

mt. & upto 0.12 sq.mt

(3) Having cross sectional area more CM 0.00 7,086.88

than 0.12 sq. mt.

44 Providing & laying cement concrete CM 1.00 3,637.34

1:2:4 (1 cement:2 sand:4 graded stone

agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but

exclu. Cost of reinforcement for

reinforced concrete work in : (A)

Foundation, footing, Base of columns

and Mass concrete.

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

45 Providing & laying ordinary cement

con.1:2:4 (1 cement : 2 sand : 4 graded

graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp.

Incld. Cost of form work but excl. Cost

of reinforcement for R.C.C. Work in :

(1)Having c/s area up to 0.08s.mt CM 0.00 12,123.79

(2) Having c/s area more than 0.08 sq. CM 0.00 10,658.16

mt. & upto 0.12 sq.mt

(3) Having cross sectional area more CM 0.00 8,692.87

than 0.12 sq. mt.

(1)Having c/s area up to 0.08s.mt CM 0.00 8,593.80

(2) Having c/s area more than 0.08 sq. CM 0.00 7,665.60

mt. & upto 0.12 sq.mt

(3) Having cross sectional area more CM 0.00 6,578.07

than 0.12 sq. mt.

46 Providing & laying C.C 1:3:6 (1cement CM 0.00 3,982.62

:3 coarse sand :6 crushed stone agg.

m.m Nominal size)& curing comp. incl.

cost of from work in: wall caps/

47 Providing and constructing brick work CM 18.00 4,511.97

using Fly ash bricks having Crushing

Strength not less than 35 kg./ sq.cm. in

Foundation and Plinth in cement mortar

1:6 (1 cement :6 fine sand) etc. comp.

48 Providing Rubble Pitching with hard C.M. 0.00 2,550.00

stone of approved quality in cement

mortar 1:6 including leveling up, curing

etc complete excluding pointing. (M.R.)

49 Uncoursed rubble masonary with hard C.M. 0.00 2,500.01

stone of approved quality in foundations

and plinth in cement mortar 1:6 (1

Cement : 6 sand) including leveling up

50 Providing and applying 10 mm thick SM 10.00 189.79

cement plaster in single coat on

brick/concrete walls and similar

surfaces for plastering and finished even

and smooth with a floating coat of

cement slurry mixed with admixture of

lime or neeru in required proportion etc.

complete in cement mortar 1 : 3 (1

cement : 3 sand)

51 Providing and applying 20 mm thick SM 800.00 330.88

sand faced cement plaster on walls or

similar surfaces consisting of 12 mm.

average thick backing coat of cement

mortar 1:3 (1 cement :3 sand) and

mm. thick finishing coat of cement

mortar 1:1 (1 cement: 1 sand) on all

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

52 Providing & laying Vitrified tiles of SM 0.00 1,397.83

8mm thick of Orient, Kajaria,

Jhonson, Nitco, Somani, Bell, Asian or

Euro make in flooring,treads of steps &

Landing laid on bed of 20 mm

(Average) base of cement mortar 1:6 (1

Cement : 6 Coarse sand) on new surface

or fixing on existing flooring by

adhesive material including

dismentaling of existing flooring and

jointed with colour cement slurry

including finished with flush pointing &

cleaning the surface etc. comp.Size 24"

x 24" (Basic Rate-Rs.485.0/S.M.) For

53 Providing & laying granite slab 18mm SM 0.00 2,449.00

thick in skirting, risers of steps, dedo

and pillars laid on 10mm thick cement

mortar 1:4 (1 Cement : 4 Coarse sand)

and finished with flush pointing in

white or colour cement including

rubbing & polishing comp.. (Basic

Rate:- Rs.1347.46/S.M.) (M.R.)

54 Providing and laying chequered precast S.M 18.00 528.01

concrete tiles 22mm thick with

aggregate of sizes upto 6mm in floors

treads of steps and landing on 20mm

thick bed of C.M. 1:6 (1 cement :

sand) or L.M. 1:1.5 (1 Lime putty :

sand) jointed with neat cement slurry

with pigments to match the shade of the

55 Providing 100mm thick readymade R.M 5.00 228.00

C.C. kerb of strength M-20 (size

300mm x 380mm) purchased from

SMC's approved paverblock

manufacturer & setting in line, level and

in truly vertical position, including

filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth

pointing in C.M. 1:1 (1 part of cement :

1 part of coarse sand) including

watering etc. complete and as directed

by engineer in charge.

56 For rounding at the edge of footpath R.M 3.00 274.00

(For fanning portion)

57 Providing interlocking type Rubber S.M 0.00 524.00

moulded cement concrete paver block

of approved shape, design & colour

having 60mm thickness (M-35)

purchased from SMC's approved

paverblock manufacturer only & fixing

of fine sand bedding. Item includes

levelling by using vibratory plates

compacted machine. Item also includes

all materials, labour, equipments, tools,

plants, watering, cleaning etc. complete.

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

Without colour S.M 0.00 524.00

58 Providing & fixing interlocking type S.M 0.00 553.00

Cement Concrete paver block of

approved shape & design having 60 mm

thickness (M-40) purchased from

SMC's approved paverblock

manufacturer only on fine sand

bedding. Item includes leveling by

using vibratory plates compacted

machine. Item also includes all

materials, Labour, euipments, tools,

plants, watering, cleaning etc. complete.

59 For Road Junction 80 mm thick ( M-50) S.M 0.00 714.00

60 Providing and fixing M.S. grills with Kg. 0.00 104.20

M.S. flats at required spacing and

frame alround square or round bars with

round headed bolts and nuts or by

screws including priming coat of Red

lead paint etc. For all floor

61 Providing & Fixing 50 mm dia M.S. RM 0.00 485.00

pipe as vertical post are beded in

1:1.5:3 concrete also horizontaly in line

and connecting to purline angle etc by

welding rereting etc. (b) Medium duty

"B" Class. (M.R.)

62 Providing & fixing 110 mm U-PVC

pipes Confirming to IS no.13592 (Type

Prince/Supereme/Jain/Astral/Tulsi/Fi

nolex make longitudinal and downtake

rain water pipe below deck slab/solid

slab and along the pier cap and pier up

to Ground level including painted

clamping with G.I fastner as specified

in the tender including cost of all

materials, labour fixing in true line and

level , incl. all type of fixtures like

bends, tees, elbows, coupler, "Y", shoe

etc joined with resin of approved brand

& manufacture complete with all lifts

and leads including scaffolding

,stagging required if any with all safety

accessories etc. as per tender and as

directed by Engineer incharge.

63 Providing and fixing the vertical PVC 0.00 -

drainage pipe for connecting with

cement plaster 20 mm average thick in

C.M. 1:3 finishing as per instruction of

Engineer-in-charge.

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

64 Providing & fixing G.I./Aluminum Patti No. 10.00 20.00

clamps at all floor levels of approved

design to C.I. Or S.C.I pipes including

the cost of cutting holes & making

good the wall etc. Complete - 100 mm.

65 Providing and fixing G.I. Rain water No. 0.00 101.91

spout of 50 mm dia and 30 cm length

etc.all floor level.

66 Providing and fixing G.I. chain link of SM 0.00 311.00

50mm x 50mm size x 10 guage thick

with nuts, bolts, washer or G.I. pins,

excluding M.S. angles etc.complete as

per relevent IS specification & directed

by engineer in charge. (TATA or Jindal

67 Providing and fixing and fitting TATA K.G 0.00 125.00

or Jindal make G.I. barbed wire fencing

with necessary barbed wire (12 x

guage, weight not less than 0.14 kg. /

mt.) pins, hooks, excluding M.S. angles

etc. complete as per relevent IS

specification.& directed by engineer in

68 Providing and fixing rebar of following 0.00 -

diameter using chemical grout of

Swanchore/Hilti/Fischer or equivalent

make including cost of all

equipments, tools, material, labour, etc.

Standard procedure as

mentioned in manufacturer's

specifications shall be strictly followed,

which shall be submitted and got

approved from the authority prior to

start of work. The rate shall also include

cost of drilling of hole of required

diameter and depth as mentioned in

manufacturer's specification, cleaning

the hole with required air blower and

other necessary tools and tackles,

positioning, providing and grouting

chemical, allied fixtures and fasteners,

etc. but excluding the cost of

reinforcing bar etc. complete. Item

includes necessary scaffolding, staging,

labour, tools and equipments, etc.

complete as directed by the engineer-in-

(D) 16 mmm dia NO 0.00 190.00

(E) 20 mmm dia NO 0.00 340.00

(F) 25 mmm dia NO 0.00 500.00

Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat

city limit, Surat.(5th Attempt) (work No.03)

69 Cutting of Groove 5 to 7 mm thick in R.M 32.00 50.00

VDS for depth 1/3 of total thickness

with filling of epoxy sealent as directed

by engineer in charge

Total Amount :-

Total Amount :-

Executive Engineer (Bridge)

Surat Municipal Corporation