Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat city limit, Surat.(6th Attempt) (Work No.09)

Item Description Unit Quantity Rate Amount

1 Portable Barricade in Construction Zone Each 6.00 3,035.05

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

traffic safety purpose without procuring new

2 Removal of existing cement concrete wearing Sq Mt 50.00 135.27

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 cement CUM 3.75 5,392.39

concrete M-30 for average 75 mm thick wearing

coat laid as directed including all excluding cost

of reinforcement.

4 Providing and fixing in position FE 500/500D MT 0.50 72,601.86

TMT bar reinforcement

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

6 Replacement of Expansion Joint : Rmt 0.00 15,470.00

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

work including cutting ,hoisting, fixing in

position and applying a primer coat of read lead

8 Providing & applying two coats of weather Sq Mt 100.00 82.00

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 primer coat

9 Removal of damaged concrete and surface Sq Mt 541.00 460.00

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

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.(6th Attempt) (Work No.09)

11 Repairing of damaged RCC members by 15mm Sq Mt 102.00 902.00

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 (1:3) Sq Mt 105.00 1,208.00

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 like RCC Sq Mt 520.00 4,555.00

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 Making up Sq Mt 10.00 1,370.00

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 Making up Sq Mt 5.00 2,460.00

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

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

concrete Providing and executing

injection/pressure grouting in cracks in the

parent concrete

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

city limit, Surat.(6th Attempt) (Work No.09)

18 Providing and laying micro concrete (Sika, KG 1,590.00 44.00

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 items.

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

reinforcement of any dia. for RCC Piers,

Abutments, Pier caps, Bed blocks, girders, deck

20 Providing and fixing post and pipe railing as per RMT 0.00 1,204.77

detailed drawing including 3 coats of painting to

steel works complete.(up to 10 ton)

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

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 without NOS 40.00 73.00

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: 4 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,

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

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

city limit, Surat.(6th Attempt) (Work No.09)

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

Strip Seal Expansion Joint

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

with MS Frame for external use and with

uniformity so that the same can be backlit.

28 Supplying and conveying Bitumen based pre- KG 400.00 17.22

Mix/Ready Mix Material for Pothole Repair

work as per IRC 116-2014 or equivalent.(Supply

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

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 / RCC CUM 2.75 1,14,816.00

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.

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 600 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 1356. 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

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

city limit, Surat.(6th Attempt) (Work No.09)

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 strengthening - Rmt 34.00 2,205.00

(Carbon Fibre Laminates) 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 > 3.5 MPa

with concrete failure as per ASTM D 4541. The

adhesive used shall have tensile modulous >

2700 MPa (ASTM D638) ; flexural modulous >

48000 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 unserviceable C.M 50.00 524.48

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 detoriosted/cheaping SM 13.00 19.57

of plaster work from old masonary wall

including disposal of unserviceable materials

with all lead and lift.

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

city limit, Surat.(6th Attempt) (Work No.09)

35 Dismentalling tiled or stone floors laid in mortar SM 11.00 47.72

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

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

pipes pipes with fittings and clamps including

stacking the materials with all lead and lift. ( for

any dia, of pipe & for all floors ).

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

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

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 Machinaries

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

(B) Loose or Soft soil-With Manual Labour

(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 diameter of piles.

40 Providing and Filling in foundation and plinth CM 0.00 289.06

with yellow or selected soil in layer of 20 cm

thickness including watering ramming and

consolidationg etc.comp.

41 Providing and laying cement concrete 1: 4: 8 (1 CM 2.00 2,680.21

cement : 4coarse sand :8 graded stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork

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 columns and CM 5.00 4,146.15

43 Providing & laying ordinary cement con.1:1.5:3

(1 cement: 1.5sand : 3 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 : Up to

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

city limit, Surat.(6th Attempt) (Work No.09)

(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. mt. & CM 0.00 11,166.97

upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 CM 0.00 9,201.68

(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. mt. & CM 0.00 8,174.41

upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 CM 0.00 7,086.88

44 Providing & laying cement concrete 1:2:4 (1 CM 1.00 3,637.34

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.

45 Providing & laying ordinary cement con.1:2:4 (1

cement : 2 sand : 4 graded graded stone agg.

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. mt. & CM 0.00 10,658.16

upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 CM 0.00 8,692.87

(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. mt. & CM 0.00 7,665.60

upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 CM 0.00 6,578.07

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

coarse sand :6 crushed stone agg. 20 m.m

Nominal size)& curing comp. incl. cost of from

work in: wall caps/ copings.

47 Providing and constructing brick work using Fly CM 18.00 4,511.97

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.

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

approved quality in cement mortar 1:6 including

leveling up, curing etc complete excluding

pointing. (M.R.)

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

city limit, Surat.(6th Attempt) (Work No.09)

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

approved quality in foundations and plinth in

cement mortar 1:6 (1 Cement : 6 sand) including

leveling up etc. complete.

50 Providing and applying 10 mm thick cement SM 10.00 189.79

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 sand faced SM 800.00 330.88

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 floor level

52 Providing & laying Vitrified tiles of 8mm thick SM 0.00 1,397.83

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 Antiskid tiles

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

skirting, risers of steps, dedo and pillars laid on

10mm thick cement mortar 1:4 (1 Cement :

Coarse sand) and finished with flush pointing in

white or colour cement including rubbing &

polishing comp.. (Basic Rate:- Rs.1347.46/S.M.)

54 Providing and laying chequered precast concrete S.M 18.00 528.01

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 : 6 sand)

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

with neat cement slurry with pigments to match

the shade of the tiles.

55 Providing 100mm thick readymade C.C. kerb of R.M 5.00 228.00

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 (For R.M 3.00 274.00

fanning portion)

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

city limit, Surat.(6th Attempt) (Work No.09)

57 Providing interlocking type Rubber moulded S.M 0.00 524.00

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. (With

Without colour S.M 0.00 524.00

58 Providing & fixing interlocking type Cement S.M 0.00 553.00

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 M.S. flats Kg. 0.00 104.20

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. pipe as RM 0.00 485.00

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 "A") of

Prince/Supereme/Jain/Astral/Tulsi/Finolex

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 drainage 0.00 -

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.(6th Attempt) (Work No.09)

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

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 spout of 50 No. 0.00 101.91

mm dia and 30 cm length etc.all floor level.

66 Providing and fixing G.I. chain link of 50mm x SM 0.00 311.00

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 or Jindal K.G 0.00 125.00

make G.I. barbed wire fencing with necessary

barbed wire (12 x 14 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 charge

68 Providing and fixing rebar of following diameter 0.00 -

using chemical grout of Swanchore/Hilti/Fischer

or equivalent make including cost of all

equipments, tools, material, labour, etc. Standard

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-charge.

(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

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

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