ANNUAL RATE CONTRACT FOR CIVIL MAINTENANCE AND REPAIRING IN BRTS BUS SHELTERS, CITY BUS STOPS AND BUS DEPOTS IN SOUTH WEST (ATHWA) ZONE IN SURAT CITY.

NAME OF WORK :- ANNUAL RATE CONTRACT FOR CIVIL MAINTENANCE AND REPAIRING IN BRTS BUS SHELTERS, CITY BUS STOPS AND

BUS DEPOTS IN SOUTH WEST (ATHWA) ZONE IN SURAT CITY.

Tender Notice (On Line) No. ACE & I/C C.E./ TRAFFIC - BRTS PROJECT CELL / 03 / 2026-2027, (Work No.12)

Description Quantity Unit AMOUNT

No. (Excl. GST)

1 Demolition including stacking of serviceable materials with all lead and

2 Demolition and disposal of unserviceable materials with all lead and lift.

(D) Plain Concrete. 2.00 639.72 C.M.

3 Demolition of brick work and stone masonry including stacking of

serviceable materials and disposal of unserviceable materials with all

lead and lift. 2.00 577.92 C.M.

(i) On Cement Mortar.

4 Dismentling steel work including distempering and stacking the

materials with all lead and lift. 2.00 3.85 KG

5 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc.

stacking of serviceable materials and disposal of unserviceable materials

with all lead and lift.

(i) G.I. sheet roofing. 2.00 50.11 S.M.

6 Dismentaling tiles of stone floors laid in mortar including stacking of

serviceable materials and disposal of unserviceable materials with all

(i) Kota stone flooring and steps 1.00 50.11 S.M.

(ii) Marble 1.00 50.11 S.M.

(iii) Tiles flooring / Dedo 2.00 50.11 S.M.

(iv) Granite flooring and steps 1.00 50.11 S.M.

(v) Paver block flooring 1.00 10.10 S.M.

7 Excavation for foundation including 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 Executed With Manual Labours

(1) Up to 1.5 Mt. depth 5.00 212.52 C.M.

8 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse sand:8

graded stone agg. 40 mm nominal size) & curing comp. excl.cost of form 2.00 2769.69 C.M.

work in (A) Foundation and Plinth

9 Providing & laying cement concrete 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.

10 Providing & laying C.C 1:3:6 (1cement :3 coarse sand : 6 Crushed stone

agg 20mm Nominal size) & curing comp. excl. cost of form work in :

(a) foundation & Plinth

11 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 : 10.00 4250.50 C.M.

(A) Foundation, footing, Base of columns and Mass concrete.

Description Quantity Unit AMOUNT

No. (Excl. GST)

12 Providing & laying ordinary cement concrete 1:1.5:3 (1cement: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 G.L./P.L.

(1) Having c/s area up to 0.08 sq.mt 1.00 12844.32 C.M.

(2) Having c/s area more than 0.08 sq.mt. & upto 0.12 sq.mt 1.00 11166.97 C.M.

(3) Having c/s area more than 0.12 sq.mt. 1.00 9201.68 C.M.

(1) Having c/s area up to 0.08 sq.mt 1.00 9102.61 C.M.

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 1.00 8174.41 C.M.

(3) Having c/s area more than 0.12 sq.mt. 1.00 7086.88 C.M.

13 Providing & fixing IS Mark TMT Bar FE 500D reinforcement for R.C.C.

work incl. bending, binding & placing in position etc. comp. 50.00 77.29 KG

14 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement 15.00 4441.11 C.M.

Mortar 1:6 (1- Cement : 6 -fine sand) (C) Fly Ash Bricks

15 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each disposited layer by ramming and watering.

16 Providing and applying 20mm thick sand faced cement plaster on walls

upto 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 40.00 347.42 S.M.

coat of C.M. 1:1 (1-cement : 1- sand) etc. complete.

17 Providing & laying ordinary cement con. 1:1.5:3 (1cement : 1.5sand :

graded graded stone agg. 20 mm nominal size) finishing smooth curing

etc. comp. Incl. cost of form work but excl. cost of reinforcement for

R.C.C. Work in :

(1) Having c/s area up to 0.08 sq.mt. - Ground Floor 1.00 12844.32 C.M.

(2) c/s area more than 0.08 sq.mt. & upto 0.12 sq.mt - G.F. 1.00 11166.97 C.M.

(3) Having cross sectional area more than 0.12 sq.mt. - G.F. 1.00 9201.68 C.M.

(1) Having c/s area up to 0.08 sq.mt. - Ground Floor 1.00 9102.61 C.M.

(2) Having c/s area more than 0.08 s.m. & upto 0.12 s.m - G.F. 1.00 8174.41 C.M.

(3) Having cross sectional area more than 0.12 sq. mt. - G.F. 1.00 7086.88 C.M.

(1) Slabs having more than 8 cm and upto 10 cm Th'. - G.F. 1.00 7984.42 C.M.

(2) Slabs having more than 10 cm & upto 13 cm Th'. - G.F. 1.00 7396.96 C.M.

(3) Slabs having more than 13 cm Thickness - G.F. 1.00 6813.01 C.M.

(D) LINTELS: -- G.F. 1.00 9982.37 C.M.

(E) CHHAJJAS: -- G.F. 1.00 5576.81 C.M.

Description Quantity Unit AMOUNT

No. (Excl. GST)

18 Providing & laying ordinary cement con.1:1.5:3 (1 cement : 1.5 sand :

graded graded stone agg. 20 mm nominal size) finishing smooth curing

etc. comp. Incl.. Cost of form work but excl. cost of reinforcement for

R.C.C. Work in :

(A) Stair cases including landings etc.

(A) Stair Case are including Landing- Ground floor 1.00 7698.11 C.M.

(B) Vertical and horizontal fins-Ground Floor 1.00 11613.07 C.M.

19 Providing & fixing IS Mark TMT Bar FE 500d reinforcement for R.C.C.

Work incl. bending, binding & placing in position etc.comp. --- Ground

20 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.cm. in Cement Mortar 1:6 (1- Cement :

-fine sand)(C) Fly Ash Bricks - Ground Floor

21 Half brick masonary in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 - coarse sand ) in foundation and plinth

(C)Fly Ash Bricks

Ground Floor 25.00 712.81 S.M.

22 Providing & Applying 10 mm.th. cement plaster in single coat on brick/

concrete walls similar surfaces for plastering & finished even & smooth

with a floating coat of cement slurry mixed with admixture of lime or

neeru in required proportion etc. comp. in C.M 1:3 (1 cement : 3sand) 25.00 199.28 S.M.

(A) For wall and similar surfaces -- Ground Floor

(B) For ceilings &soffits of stairs-Ground Floor 15.00 225.34 S.M.

23 Providing & Applying 15mm.th. cement plaster in single coat on brick/

concrete walls similar surfaces for plastering & finished even & smooth

with a floating coat of cement slurry mixed with admixture of lime or

neeru in required proportion etc. comp. in C.M 1:3 (1 cement : 3sand)

(A) For wall and similar surfaces -- Ground Floor

24 Providing 20 mm thick double coat mala cement plaster on brick /

concrete work for plastering comprising of base coat 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 15.00 286.10 S.M.

Coarse sand) finished with trovel including scaffolding curing etc.

25 Providing throating or plaster drip and moulding it to R.C.C. chajja

etc. comp.. For all floor 2.00 43.74 R.M.

26 Providing 20 mm deep finished groove in plaster in line and level

etc. Comp. For all Floor (M.R.) 2.00 50.00 R.M.

Description Quantity Unit AMOUNT

No. (Excl. GST)

27 Preparing surface, providing and applying 30mm thick aggregate plaster

in 1:4 base coat (15mm thick) ven & smooth coats for external surfaces

including adding of waterproofing compound of Sika, Fosroc, CICO as per

manufacturer's instructions and second and finishing coat of 15mm thick

in cement mortar mixed with aggregates/ stone chips of approved

shade, colour and mix in 1:1:1 (1cement : 1 sand : 1 stone chips with

dolomite powder), necessary scaffolding (double legged) without making

holes in walls, making surface rough, curing, making sharp and clear

grooves, drip moulds, patta - patti, zari filling in between joints of brick 25.00 568.63 S.M.

and RCC surfaces by raking up the joint and preparing joints by pointing

/ grouting square crushed aggregates as per design and details as

directed and to the satisfaction of the Engineer in Charge etc. Complete

at all levels. The rates shall include for applying of Zycoseal or any other

weatherproof transparent coating of approved make on the aggregate

plastered surface. The item includes base coats of rough plaster

including grooves as per details / design / pattern.

28 Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with 25.00 1019.39 S.M.

grey cement slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete.

Providing thicklaying polished kota stone slab 25mm thick in risers of

steps, skirting, Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray cement slury mixed with 25.00 1130.79 S.M.

pigment to match the shade of slab including rubbing and polishing etc.

30 Providing and laying in position 30mm thick well dressed River finish

rough Green Kota stone in flooring, benches and skirting of 75mm

flushed with wall plaster surface etc, (including chipping and chasing in

wall) of required size and pattern as specified by Engineer in Charge.and

details over 20mm thick bedding of cement mortar 1:5 and jointed with

grey cement slurry mixed with pigment to match the shade of the stone

slab including rubbing and edge polishing, tools and tackles complete at

all levels as directed to the satisfaction of the Engineer in charge. Rates

inclusive of cleaning with water and oxalic acid. River finishing of the

kota stones shall be done only by experts using execllent quality Du pont 25.00 803.95 S.M.

make or abrasives and wire brush of different numbers at factory level

before bringing the same to site. The kota stone surface shall not have

any kind of protruding layers on its surface and shall have a more or less

even kind of granular rough texture and shall be non-slippery. Samples

shall be approved well in advance prior to use. The rates shall be

inclusive of river finishing process and no extra shall be paid for samples

given for approvals. The exposed edge of the stone shall be of uniform

thickness and polished with providing groovesas specified by Engineer in

31 Providing & laying granite slab 18mm thick in flooring, treads of steps

and landing laid on bed of 20mm thick cement mortar 1:6 (1 Cement :

coarse sand) or lime mortar 1:1.5 laid and finished with flush pointing in 5.00 2,410.00 S.M.

white or colour cement including rubbing and polishing complete. ( Basic

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

32 Providing & laying granite slab 18mm thick in 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 2.00 2,449.00 S.M.

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

Description Quantity Unit AMOUNT

No. (Excl. GST)

33 Providing & laying granite slab 18mm thick in Window-Door seal Frame

Etc laid on 10mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand)

with nessary adhesive material and finished with flush pointing in white 15.00 2,026.00 S.M.

or colour cement, including rubbing & polishing comp.. (Basic Rate:-

34 Labour Charges For Edge Finished For Granite 5.00 43.43 R.M.

35 Providing & laying Vitrified tiles of 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 2.00 1467.72 S.M.

with colour cement slurry including finished with flush pointing &

cleaning the surface etc. comp.Size 24" x 24"

For Antiskid tiles

36 Providing and laying Vitrified tiles 8 to 10 mm thick, 24" x 24" in flooring

treads of steps and landing laid on a bed of 12mm thick cement mortar

1:3 (1 cement : 3 coarse sand) finishing with flush pointing in white 2.00 1092.37 S.M.

37 Providing and laying Vitrified tiles 8 to 10 mm thick, 24" x 24" in skrting

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

coarse sand) and jointed with white cement slurry.

38 Providing and laying chequered precast 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 : 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.

39 Providing 100mm thick readymade 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) 25.00 228.00 R.M.

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.

40 For rounding at the edge of footpath (For fanning portion) 25.00 274.00 R.M.

41 Providing & fixing interlocking type 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 100.00 553.00 S.M.

machine. Item also includes all materials, Labour, euipments, tools,

plants, watering, cleaning etc. complete.

42 Removing and resetting existing paver block, including all watering

leveling, cleaning, labour & Equipments chagres etc. complete as per

details in tender specification & as directed by engineer in charge.. 100.00 102.00 S.M.

43 Removing & resetting existing readymade c.c. kerb stone of required size

& thickness in line level and in truly vertical position including filling

joints in C.M. 1:1 (1 part of cement : 1 part of coarse sand) inclining 50.00 56.00 R.M.

watering etc. complete and as directed by engineer in charge

Description Quantity Unit AMOUNT

No. (Excl. GST)

44 Providing & Fixing U-PVC pipe (SWR) confirming to IS no. 13592 (Type

"B") of Prince/Supreme/Jain/Astral/Tulsi/Finolex make for soil and waste

discharge system at all floor levels incl. All fixtures like bends, tees, shoe

etc. jointed with resin of approved brand & manufacture etc. comp.

45 (B) Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm

of cement admixed with proprietary water proofing compound

comforming to IS:2645 over the R.C.C. slab including cleaning the surface

(b) Laying cement concrete using broken bricks/brick bats 25 mm to

mm size with 50% of cement mortar 1:5 (1 Cement : 5 Coarse sand)

admixed with proprietary water proofing compound conforming to

IS:2645 ,brick bats is finally covered by jointless cement plaster 20mm

th. in C.M. 1:4 added with special water proofing compound confirming

to IS:2645 & top smooth finished with trowel with false chequered

marking of 300 mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to height of about

mm in a shape of quarter round vata Incl. curing etc. Comp. With

average thickness of 120 mm and minimum thickness at khurra as

(c) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. All above

operations to be down in order and as directed and specified by the

engineer-in-charge. With average thickness of 120 mm and minimum

thickness at khurra as 65 mm. (Cement consumption 0.511 Bags / S.M.)

46 Providing and laying broken china mosaic flooring for terrace using

12mm to 20mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions

and extending them upto 15 cm along the wall clearing with water and

oxalic acid etc. as directed.

47 Providing & Applying specifically developed to form flexible water proof

seals in cracked reinforced concrete with infiltration of water (sealing

pipe work which passes through concrete) - mode of measurement up to

6mm thick in linear mm.

Process: Removing all dust & clean upper surface of pipe & inner surface

in concrete hole apply sweel chemical on all periphery & both sides

making same that the boundary formed is at last 5cm, cut off the tip of

the nozzle according to the size of bead required, and pierce the 25.00 434.35 Nos.

membrane under the nozzle. insert the cartridge in an extrusion gun and

apply the product directly into concrete or element to be sealed.

48 Providing corrugated G.I. Sheets of class-3 roofing fixed with galvanized

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. 25.00 1,016.00 S.M.

(1) 0.63 mm thick sheet. (Tata / Jindal or equivalent)

Description Quantity Unit AMOUNT

No. (Excl. GST)

49 Providing & Fixing Polycarbonate sheet roofing with surface of the sheet

is coated with an anti-UV Co-extrusion layer having good weather

resistance, it can maintain its optical properties and mechanical

performance for a long time. Fasting is usually done by screws., The

fastening screws should be inserted about 500 mm apart and 300mm

apart Along the supporting internal purlin and edge pulin. All fixing holes

with diameter at least 2 mm larger than screw must be predrilled into

each screw location. The screws should be 6mm diameter with length

according to sheet thickness and corrosion resistant, with at least heavy

duty hot dripped galvanized or stainless steel. Excluding the cost of

purlins rafter and trusses.

(a) 1.5 mm thick Solid Sheet 40.00 1261.00 S.M.

(b) 2 mm thick Solid Sheet 40.00 1510.00 S.M.

50 Providing and fixing stainless steel (Grade 304) railing made of Hollow

tubes, channels, plates etc., including welding, grinding, buffing,

polishing and making curvature (wherever required) and fitting the same

with necessary stainless steel nuts and bolts complete, i/c fixing the

railing with necessary accessories & stainless steel dash fasteners

stainless steel bolts etc., of required size, on the top of the floor or the 100.00 450.00 KG

side of waist slab with suitable arrangement as per approval of Engineer-

incharge, (for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts, bolts,

fasteners etc.).

51 Repairing, erecting and placing in position Structural Stainless steel pipe

section for making the structural support railings, Stainless steel flats,

seats, framing, etc. including cutting, making holes, argon arc welding

and bolting wherever necessary including accessories fixing hardware.

All welded joints to be grinded and cleaned and finished as satin finish

including buffing. Completed as directed. All SS material to undergo

spectro ananlysis confirming to 304 L grade. (Only actual finished

measurements will be paid for ;physically measurable after the 150.00 56.00 KG

completion of the work). All pipes to be nonmagnetic. Stainless steel to

have minimum of 8% Nickel. (Jindal/Chowksi/ Ratnamani/Asian make).

Any junction with M.S. plate and stiffners, etc to be done with argon arc

welding. Satin finish sample to be approved by the consultant. All

grinding and polishing to be done with uni-directional finishes where

polishing must be carried out in the direction of pattern of the rest of

the satin finish surfaces.Pipe to pipe joining to be done with a spigot.

52 Contractor shall Fixing

Providing and submit Hollow

testing of welded

Sections sections

Framed for 304L

Cutting, Hoisting, Welding & Fixing in position Purlin, Main Chord etc. as 50.00 126.00 KG

per Engineer- in-charge.TATA / JINDAL / ASIAN Make

53 Steel work welded in built up sections, framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead paint

(A) in beams & joists channels angles, tees, flats with connection plates

or angle cleats as in main & cross beams,hip & trussed purlins connected 2.00 9108.48 Qtl.

to common raffers & the like.

(B) For work like chain link fencing, above compound wall etc. 2.00 9108.48 Qtl.

(C) in trusses & trussed purlins upto 25m.Span & 15m. Overall height

Description Quantity Unit AMOUNT

No. (Excl. GST)

54 Fabricating, supplying, cutting, bending, fixing and assembling frames etc

using aluminium sections of JINDAL / HINDALCO / NARMADA / BANCO

make of thickness and fixed to MS framing, concrete members etc with

S.S.screws in counter sunk/ S.S. rivets, S.S washers, SS anchor bolts,

cleats, hangers etc and other necessary accessories and hardware

complete as specified by Engineer in Charge. (Only finished

measurements will be paid for, M.S. framing shall not be part of this

item.) The rate shall include 20 micron annodising of approved shade.

The sheet type will be finalised by the consultant. The rates shall be

inclusive of rubber gaskets and all other hardware. Cutting and making

of framing etc shall be done by experts. The rates shall be inclusive of all

mechanized tools, cutters, bending machine work, grinders etc.

55 Providing and fixing Aluminium Composite Panel of Alum Decor,

Indobond & Flexibond make to all surfaces 4mm thick in required

colours of exterior consisting of two layers of aluminium skins of

0.25mm thick sandwich in a thermo plastic core in continuous

lamination process with PVDF coating of exterior grades ensuring long

life colour and fungal resistance. Base frame work with aluminium

sections shall be fixed over the all surfaces, ACP shall be fixed to the 200.00 1310.98 S.M.

frame work as cladding it includes cost of labour, materials, accessories,

adhesive, scaffolding, wastages, transport, taxes, fixing into a neat finish

in aesthetic point of view, without any undulations in facias all complete

as per instructions of the Engineer in charge.

56 Providing, erecting and fixing in position structural steel sections of Yst

310 grade of TATA, Kamdhenu, Jindal of Asian confirming to IS:4923

purlins, roof trusses, columns, side runners, ties, bracings, framing etc,

including all types of base plate, gusset plate, cap plate, bearing plate,

stiffner, cleats etc. complete and structural steel confirming to IS:226

including necessary pipes, rolled joists, channels, angles, tees, MS flats,

angle cleats, gusset plate, bright bars, chequered plates, cross plates as

per required thickness including cutting, welding, riveting as per 50.00 90.47 KG

structural details and good engineering practice grinding and cleaning

the members as specified by Engineer in charge. (only finished

measurements shall be paid for billing purpose). No extra payment shall

be made for grouting that has to be done under the base plate to get full

bearing on supporting sub strata. The paint shall be oil paint in three

coats to get an even look over a coat of red lead paint as per the

instruction of the engineer-in-charge. The rate shall also be inclusive of

Providingbolts,

andnuts, washers,

fixing 8mm hinges, pivotsof

thick glass etc.approved make including

toughening, edge diamond polishing, making necessary holes in glass,

supporting system of good quality SS accessories of Ozone make ("D" 15.00 2825.98 S.M.

clamp fittings) and joints to be filled where necessary by clear structural

silicon sealant as specified by Engineer in Charge.

Description Quantity Unit AMOUNT

No. (Excl. GST)

58 Providing and fixing in position as per designs 10mm thick toughened

glass of required diameter with diamond polished edges of Asahi,

Modiguard make. The glass shall be firmly fixed to the base surface using

structural silicon of Dow Corning or Wacker make. The contractor shall

ensure that the base surface is thoroughly cleaned prior to fixing of glass

and the assembly shall be made completely water tight. The contractor 150.00 4082.44 S.M.

shall check for water tightness and provide a certificate for the same.

The work shall be executed to the complete satisfaction of the Engineer

in charge and the work area shall be made totally clean on completion

59 Providing and installing in position HDPE synthetic Fiber carry rollers of

100mm dia as instructed by Engineer in Charge. The rollers shall have

seals which are with labyrinth seal components, non-rubbing polymer

seal and attached with dust and water deflectors. The rollers shall be

such that they shall have good rolling during impact and shall not

damage the body of the bus nor shall get damaged during impact and

shall act as a protecting mechanism for the bus and the surface of the 200.00 929.00 Nos.

bus shelter. The installation of the rollers shall be as per the instructions

of the manufacturers. Samples shall be approved prior to installation.

Roller shafts shall be made of stainless steel and multi labyrinth seals

shall be filled with high grade lubricants.

60 Providing & fixing 35mm.th. Flush Door Solid Double Core type Both

Face water proof Ply Vennered & 1.5 mm th. laminate shall be pasted on

both side with adhesives as specified by the manufacturers. The

laminate shall be as per approved shade & texture, of make incl. Sal 1.00 3,720.00 S.M.

wood frames of finished size 12cm x 7cm.incl. S.S. Hinges with nessary

screws & Anodized aluminum fixtures & fastenings For all Floor

61 Same as Above But Without Frame

62 Providing and fixing FRP FRAME size 125 x 65 mm and 35 mm thick FRP

shutter with wood grain raised panneled design finish shutter having

extra reinforcement on sides & edges in Gel coat finish. The core of the

shutter & frame is to be filed up with injected polyurethene foam done

in situ along with embedded wooden pieces for stiffening & also taking 1.00 2,019.98 S.M.

hinges & fixtures. 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 fastener sleeve & alluminium fixtures &

63 Providing & fixing M.S. Grills of required pattern to wooden frames of

windows etc. At all floor levels with M.S. flats at required spacing &

frame around square or round bars with round headed bolts & round 10.00 109.41 KG

headed bolts and nuts or by screws incl. Priming coat of Red lead paint

etc. comp. (A) Plain grill For all Floors

64 Repairing & servicing of existing door/window including cost of

hardware (fevicol, Nail and NF screw etc.) but excluding cost of fixtures

as directed by Engineerin- charge.

(A) Partly panelled and Partly glazed alluminium door 2.00 372.00 Nos.

(B) Alluminium shutter 2.00 372.00 Nos.

Description Quantity Unit AMOUNT

No. (Excl. GST)

65 Providing and Replace door, Window S.S. Fixtures fix in wooden /

Alluminium door - window with ISI marks as per approoved by engineer -

(A) S.S. Door / window hinges 4x1"x1" 25.00 84.78 Nos.

(B) S.S. Aldrop 20 Cm long of ASIS 304 Grade 25.00 248.26 Nos.

(C) S.S. Aldrop 25 Cm long of ASIS 304 Grade 25.00 357.83 Nos.

(D) S.S. Aldrop 30 Cm long of ASIS 304 Grade 25.00 430.58 Nos.

(E) S.S. Handle for door/ window 10 Cm size of ASIS 304 Grade 25.00 84.78 Nos.

(F) S.S. Handle for Door 15 Cm size of ASIS 304 Grade 25.00 106.17 Nos.

(G) S.S. Stopper 20 Cm long of ASIS 304 25.00 157.53 Nos.

(H) S.S. Stopper 30 Cm long of ASIS 304 25.00 212.32 Nos.

66 Dismentaling, Cutting & Refixing aluminium partition door Providing with

necessary Hardware & Rubber gasket etc. complete as per instruction by 80.00 580.75 S.M.

engineer in charge.

67 Providing & Fixing door closer Ozon / Dorma / Hyper / Hardwin / Godrej

Alluminium body ISI brander equivalent make with necessary hardware

materials etc. complete as per instruction by engineer in charge. ( Door 10.00 761.14 Each.

closers (Heavy type of 765 number)

Hardwire or Everite Prabhat or Equivalent.(M190, Page No.13 R&B SOR)

68 Providing & Fixing floor spring make Hyper / Hardwin / Godrej / Ozon /

Dorma equivalent ISI make with necessary hardware materials complete

as per instruction by engineer in charge. Floor spring heavy duty ( M- 15.00 2266.00 Each.

704, Page No. 27 R&B SOR)

69 Providing and fixing G.I. chain link of 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 15.00 311.00 S.M.

or Jindal Make)

70 Providing and fixing and fitting TATA or Jindal 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 1.00 125.00 KG

relevent IS specifications & as directed by engineer in charge.

71 Providing and fixing rebar of following 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- charge.

Description Quantity Unit AMOUNT

No. (Excl. GST)

72 Removing old damaged MDF sheet with insulation glasswool from the

wall and Providing and fixing New MDF Sheet-10mm.thick including

glasswool insulation 50mm thIck with all necessary fixtures, fittings & 20.00 2125.00 S.M.

Labour, complete as per drawing / instruction of Engineer in charge.

73 Removing old damaged Cement sheet from the existing flooring and

Providing and fixing New Cement sheet-20mm. thick with all necessary

fixtures, fittings & Labour, complete as per drawing/instruction of

Engineer in charge.

74 Providing & Applying Surface Water Proofing treatment on existing

Water proofing.

(1) Cleaning Surface Slab up to Mother slab & free from any Loose

Material. Paint, Dust, Greaze or Remove all existing bituminious Coating

Completely. It is recommended to use intense wise brushing on high

speed Water jet for through Cleaning.

(2) The Substrate must be checked for its Soundness using Small

hammer. All Cracks at corner joint, Channels and Parapet Should be

Properly treated.

(3) Cracks/construction joints treatment: Opening the

cracks/construction joints,if any, in V/U shape using electrically operated

cutting machine. Cleaning the surface thoroughly from dust and loose 50.00 494.00 S.M.

partical using wire brush and air blower. Filling the cracks if any with

polymer modified

cement mortar hybrid PU Sealant depending on the width of crack/joint.

(4) Epoxy primer:The Epoxy primer must be applied on clean and dry

surface by mixing base and hardner in equal proportions with the help of

strirrer and adding equal amount of water and appling on the surface at

80-100 grams per sqmt and allowed it to dry untill tack free.

(5) Hybrrid polyurea part-A(base) and part-B(hardner) are packed in two

separate containers having the correct predetermined mixing ratio by

weight.Stir individual container separately,Part-A and PArt-B very well,

75 Aluminum section Window opening and refixing with all necessary fix &

fiting etc maid in wisely. 50.00 481.00 S.M.

76 RCC Core Cutting is about making precise, circular cuts for creating holes

of required diameters for Rehabilitation in civil works. The core drilling

rod is fitted with diamond pieces at the drilling end. The core cutting

machine can be used for both horizontal and vertical hole making

SIGNATURE OF THE CONTRACTOR.

EXECUTIVE ENGINEER

TRAFFIC - BRTS PROJECT CELL

SURAT MUNICIPAL CORPORATION