DEVELOPMENT OF KADIYA NAKA IN ISANPUR WARD, SOUTH ZONE, AHMEDABAD

Name of Work : DEVELOPMENT OF KADIYA NAKA IN ISANPUR WARD,

SOUTH ZONE, AHMEDABAD.

Bill of Quantities

I. Qty Items Rate Per Amount

Civil Work Estimate

1 Demolition & Dismantling work

Demolition of RCC work using Hydra Breacker

including stacking of servicable materials and

a 10.00 disposal of unservicable materials with all lead

and lift.Removal Of Existing Building

Foundation and Super Structure If Any. 1047.38 Cu.M.

Demolition of Brick work and stone masonry

including stacking of serviceable materials and

b 28.00 disposal of unserviceable materials with all

lead and lift.(ii) In Cement Mortar.Removal Of

Existing Building Foundation and Super

Structure If Any. 544.95 Cu.M.

Dismentaling of sheet roofing including ridges,

c Hips, Valleys, Gutters etc. stacking of

serviceable materials and disposal of

unserviceable materials with all lead and lift.

i 10.00 (i) G.I.sheet roofing. 47.25 Sq.mt

ii 10.00 (ii) A.C. sheet roofing. 53.55 sq.mt

Dismentling steel work including distempering

and stacking the materials with all lead and

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

e 2.00 architraves, hold fasts and other attachment

etc. complete and stacking them with in all

lead and lift. (i)Notexceeding 3 Sq.M. in area. 185.85 Each

Removing & Scrapping of Old deteriorated

Plaster of any thickness from Masonary /

f 100.00 R.C.C. member including stacking of

serviceable material & disposal of un

serviceable from site of work with all lead & lift. 19.38 Sq.M.

Dismentaling any type tiled or stone floors laid

g 200.00 in mortar including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift. 47.25 Sq.M.

2 Excavation for foundation including sorting out

stacking of useful material & disposing of

excavated stuff upto 50 mt. lead. Loose & Soft

soil.Excexuted With Mechanical Effort

a 138 up to 1.5 mt. depth 115.92 Cu.M.

b 54 1.5 to 3.0 mt. depth. 128.52 Cu.M.

c 30 3.0 to 5.0 mt. depth 141.11 Cu.M.

3 102.00 Provdg. & laying cement concrete 1:4:8 (1

cement : 4 coarse sand : 8 hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of form work in

foundation& plinth.

3b Providing and installing cast in situ single

under reamed piles of specified diameter and

length below pile cap, excluding the cost of

Concrete, steel reinforcement but including the

cost of boring with bentonite solution and the

length of the pile to be embedded in pile cap

etc. all complete. (Length of pile for payment

shall be measured upto to the bottom of pile

i 128.00 400 mm dia. Piles 638.83 Rmt

ii 10.00 450 mm dia. Piles 705.03 Rmt

3c Extra over single under ream for providing

additional bulbs in under reamed piles, under

specified diameter excluding the cost of

Concrete, steel reinforcement (only the nos. of

extra bulbs are to be paid).

i 32.00 400 mm dia. Piles 813.05 each

ii 1.00 450 mm dia. Piles 1103.43 each

4 200 Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidation each deposited layer by

ramming and watering.

5 300.00 Conveyance charges of earth lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregate of any kind

etc. comp. upto 5 km lead.

b 300.00 Extra For Lead Above 5 km & upto 6 km 9.26 Cmt

c 300.00 Extra For Lead Above 6 km & upto 7 km 9.26 Cmt

d 300.00 Extra For Lead Above 7 km & upto 8 km 9.26 Cmt

e 300.00 Extra For Lead Above 8 km & upto 9 km 9.26 Cmt

f 300.00 Extra For Lead Above 9 km 9.26 Cmt

6 10 Filling in plinth with sand under floors

including watering, ramming, consolidating,

compacting and dressing etc. completed.

7 45.00 Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm. thickness

including watering, ramming and consolidating

etc. Complete. 286.20 Cmt

8 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

: 6 fine sand) conventional brick

a 30 (a) in foundation & Plinth 3981.21 Cu.M.

b 24.00 Super structure Upto Floor Two Level

9 I.Half brick masonry in common burnt clay

building bricks having crushing strength note

less than 35 Kg/Sq. Cm. in cement mortar 1:4

(1 cement : 4 coarse sand) using conventional

brick in Super structure upto floor Four level

a 5.00 All Floor Level 646.70 Sq.M.

10.1 Providing and laying controlled cement

concrete of M-25 Grade and curing complete,

Excluding the cost of form work, Scaffolding,

cost of reinforcement for reinforced concrete

work For any Height up to any FloorLevel.

a 90.00 Foundations,Raft,Footings,Mass concrete 4238.04 Cu.M.

b1 2.00 RCC Retaining wall at All Floor 4519.88 Cu.M.

c1 Tie-Beam, Lintel , Beam- Bracket, Stair Case

& Landing, Coping ,Slab, balcony, weather

9.00 shed, loft , any cantilever etc All Floor 4496.07 Cu.M.

d1 10.00 Columns,Pillars, posts and struts at All Floor 4593.91 Cu.M.

10.2 Providing and laying controlled cement

concrete of M-20 Grade and curing complete,

Excluding the cost of form work, Scaffolding,

cost of reinforcement for reinforced concrete

work For any Height up to Any Four Level.

a 1.00 Foundations,Raft,Footings,Mass concrete 3977.88 Cu.M.

b1 1.00 Tie Beam , Lintel , Beam- Bracket , Coping

,landing, Slab, balcony, weather shed, loft

any cantilever etc at All Floor 4460.36 Cu.M.

c1 1.00 Column at All Floor 4558.20 Cu.M.

d1 1.00 Stair Case All Floor 5418.91 Cu.M.

10.3 Drilling suitable holes in reinforced or plain

cement concrete with power driven drill

machine to a minimum depth of 80mm upto

250mm in RCC beams, lintels, columns and

slabs to introduce steel bars for

sunshades/balconies including fixing the steel

bars in position using Hilti Chemical HY200-R

but excluding the cost of reinforcement, all

complete as per direction of Engineer-In-

a 5.00 8 mm Dia in 80 mm Deep & 12 mm Dia Drilling 183.52 Each

b 5.00 10 mm Dia in 100 mm Deep & 14 mm Dia

Drilling 263.66 Each

c 5.00 12 mm Dia in 120 mm Deep & 16 mm Dia

Drilling 343.80 Each

d 5.00 16 mm Dia in 160 mm Deep & 20 mm Dia

Drilling 608.63 Each

e 5.00 20 mm Dia in 200 mm Deep & 25 mm Dia

Drilling 1024.44 Each

f 5.00 25 mm Dia in 250 mm Deep & 32 mm Dia

Drilling 1938.54 Each

11 Providing and laying controlled cement

concrete 1:2:4( 1cement : 2 coarse sand :

Graded stone aggregate 20 mm nominal size )

and curing complete, Excluding the cost of

form work and reinforcement for reinforced

concrete work in:

a 1.00 Foundations, footings, base of columns,grade

slab and mass concrete. 3923.53 Cu.M.

b 1 slab, landing shelves, Balconies, lintels,

beams, girders, and cantilever, up to aany

floor level. 4012.47 Cu.M.

350.00 P/A Trimix with dewatering machine and

floater machine on constructed R.C.C. work

incl. cost of machine and labour etc. comp. as

directed. 54.00 Sqmtr

80.00 Making 15 mm Groove in R.C.C work on road

and filling it with poly sulfied selant and

d finished it good incl. all labour charges etc.

comp. as directed

12 Providing form work in ordinary timber

planking so as to give a rough finish including

centering, shuttering, strutting and propping

etc. height of propping and centering below

supporting floor to celling not exceeding 4 M &

removal of the same for in situ reinforced or

plain concrete work in

a 61.00 (A) Foundation, footings, bases of columns

etc. and mass concrete. 171.68 Smt

b 20.00 (B) Flat surface such as soffits of slabs,

landing and the like 252.00 Smt

c 50.00 (C) Vertical surfaces such as walls (any

thickness) partitions. 229.95 Smt

(D) Columns, pillars, posts & struts.

d 88.00 (1) Square, rectangular, polygonal in plan 297.68 Smt

e 10.00 (2) Circular or curved in plan. 422.10 Smt

f 20.00 (H) (1) Sides and soffits of beam, haunchings

cantilevers, girders, bressumers, Coping and

lintels not exceeding 1 M in depth. 192.15 Smt

g 2.00 (2) Sides and soffits of beam, haunchings

cantilevers, girders, bressumers and lintels

exceeding 1 M in depth. 259.88 Smt

h 7.00 (L) chullah hoops, weather sheds, chhajas,

carbels etc including edges. 155.78 Smt

i 1.00 (M) Staircase with-sloping or stepped soffits

incl. risers & strings excluding landing. 242.55 Smt

13 Providing T.M.T Fe 500D bar reinforcement for

R.C.C. work including bending, binding and

placing in position complete up to any floor

a 10280.0 All Floor Level 75.46 Kg.

14 45.00 Providing and laying polished Kota stone slab

(Polished / River Finish, Green colour ) flooring

over 20 mm. (average) thick base of cement

mortar 1:6 (1 cement : 6 coarse sand) or lime

mortar 1:1.5 laid over and joined with grey

cement slurry including rubbing and polishing

complete.25 mm th.

b 20.00 Providing and laying rough chiseled dressed

stone flooring over 20mm average thick base

of cement mortar 1:5 (1-Cement : 5-coarse

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

sand) including pointing with cement mortar

1:2 (1cement : 2-stone dust) etc. complete. (A)

25mm thick 544.03 Sq.M.

15 20.00 Providing and laying polished Kota stone slab

25 mm. thick in Platform ,Riser of Stair

Skirting, Tread , dado and pillars laid on

mm. thick cement mortar 1:3 (1 cement :

coarse sand) jointed with grey cement slurry

including rubbing and polishing and MAking

groove where it is Required etc. compl

16 1.00 Providing and laying white/Colur glazed tiles

mm thick in flooring treads of steps and

landing laid on a bed of 12 mm thick cement

mortar 1:3 (1 cement : 3 coarse sand) finished

with flush pointing in white cement.

17 20.00 Providing and layingWhite / Colour glazed tiles

of size 600 mmx300mm x 8 mm / 300 mmx

450mm x 8 mm in skirting, risers of steps,

Floor and dedo on 10 mm. thick cement

plaster 1:3 (1 cement : 3 coarse sand) and

jointed with white cement slurry.

18 1.00 Providing and laying marble stone slab flooring

over 20 mm. (Average) base of cement mortar

1:6 (1 cement: 6 coarse sand) or L.M. 1:1.5

laid and jointed with grey cement slurry

including rubbing and polishing complete: (A)

Marble slab 25 mm. thick.

19 1.0 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 cement.

19b 1.0 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

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

white cement slurry

20 1.0 Providing and laying Ceramics tiles 6 to

mm thick in flooring, treads of steps, landing

and dedo on 12 mm. thick cement plaster 1:3

(1 cement : 3 coarse sand) and jointed with

white cement slurry.

21 20.00 Providing & Laying 18 mm thick Mirror polish

granite For flooring , counter , stair riser , tread

, skirting , dedo , Jambs , Seating etc. machine

cut or chiselled on bed of cement mortar 1:1

pointing with neat cement slurry incl. moulding,

Making grooves where it is required etc. comp.

as per instruction of engineer in charge.

22a Provdg. 20 mm. thick Finish / Mala cement

plaster in single coat on fair side of brick /

concrete walls for interior plastering upto any

Floor level and finished even and smooth in

i 5.00 All Floor Level 190.58 Sq.M.

b Provdg. 20 mm. thick Finish / Mala cement

plaster in single coat plastering on ceilings,

Beam side and sofits of stairs upto any Floor

level and finished even and smooth in C.M.1:4.

i 10.00 All Floor Level 215.15 Sq.M.

c 2.00 Providing & fixing 23 cm wide chicken

mesh jali with nails & then application of

15 mm plaster on R.C.C. & masonary

joints as per dir. of engg. In charge.

d 10.00 Providing and mixing water proofing materials

in cement mortar in proportion recommended

by the manufacturer. etc. comp. as per of

instruction of engineer in charge.

23a 92.00 Providing 20 mm th. Double coat Sand face /

Mala Cement Plaster on Walls upto any Height

Above Ground level consisting of 12 mm th.

Backing coat of C.M. 1:3 ( 1 cement : 3 Ssand

) & 8 mm th. Finishing coat of C.M. 1:1 (

cement : 1 sand ) ets. Complete.

24a 100.00 White / Color washing with lime on

undecorated wall surfaces (two coats) to give

an even shade including thoroughly brooming

the surface to remove all dirt, dust mortar

drops and other foreign matter.

24b 100.00 Providing & Applying 3 mm thick External Wall

Rustic Type Texture as per Design & Make

as Approved by Consultants / Engineer in

Charge. Work Includes All Necessary

Scaffolding Work upto Any Height.

24 c 100.00 Finishing walls with Acrylic Smooth exterior

paint of required shade :New work (Two or

more coat applied @ 1.67 ltr/10 sqm over and

including priming coat of exterior primer

applied @ 2.20 kg/10 sqm)

24d 10.00 P./L. METALIC HERITAGE SURFACE

Providing and fixing of HERITAGE textured

homogeneous wall finishing system from

BAKELITE HYLAM LTD or equivalent make

consisting of a two component system of (25

kgs per Pack) made of 92% silica particles

coated with fade resistant pigments, 100%

acrylic polymer bonding agent (5kgs per pack)

with the applied thickness of the coating being

between 0.8mm-1.2mm to be applied on

acured, smooth level plaster without keying, as

per the shades/combinations approved, as per

the manufacturer directions, for usages, tobe

applied by an approved applicator of the

manufacturer, as per the directions /

supervision of the engineers in charge, all

complete. Includes All Necessary Scaffolding

Work upto Any Height.

25a 10.00 Wall Painting (two coats) with plastic emulsion

paint of approved brand and manufacture and

of shade required on undecorated wall

surfaces to give an even shade, over and

including a priming coat with alkali resistance

primer of approved brand and manufacture

after thoroughly brushing the surface free from

mortar droppings, and other foreign matter and

also including preparing the surface even and

sand -papered smooth

b 10.00 Extra over above item for every subsequent

coat of of wall painting with plastic emulsion

paint of approved brand.

c 10.00 Applying two coats of Birla (white cement

based) or Asian (acrylic lapy-putty) or

equivalent & two coats of primer of approved

brand and manufacture on new wall surface to

give an even shade including thoroughly

brushing the surface free from mortar dropping

and other foreign matter and sand papered

26 Providing & Laying & Jointing glazed

stoneware pipes incl. excavation up to

mt.,refilling, trasporting the pipe to work site,

unloading, lowering in trenches, laying and

jointing the pipes in c.m. 1:1 incl. all jointing

materials such as cement, sand, hemp,

bitumen as dire. testing the pipe line to a head

of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting

away of surplus earth within 100 mt.lead as

dire. etc. comp.

a 15.00 23 cm dia. 344.64 Rmt

Providing & Laying & Jointing glazed

stoneware pipes incl. excavation up to

mt.,refilling, trasporting the pipe to work site,

unloading, lowering in trenches, laying and

jointing the pipes in c.m. 1:1 incl. all jointing

materials such as cement, sand, hemp,

bitumen as dire. testing the pipe line to a head

of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting

away of surplus earth within 100 mt.lead as

dire. etc. comp.

b 8.00 15 cm dia 211.05 Rmt

c 5.00 10 cm dia. 288.23 Rmt

27 1.00 Constructing brick masonry chamber for under

ground C.I. Inspection chamber and bends

with bricks having croshing strength not less

than 35 Kg. Cm2 in C.M. 1:5 C.I. cover with

frame (Lightduty) 455mm x 610 mm intenal

dimensions total weight of cover with frame to

be not less than 38 Kg. (Wt. of cover 23Kg.)

and Wt. of frame 15Kg.) (R.C.C.top slab with

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

stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15 mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions

455 mm x 610 mm and up to 850 mm deep 3863.85 No.

28 a 1.00 Constructing Manhole with R.C.C. top slab in

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

stone aggregate 20 mm nominal size)

foundation concrete 1:3:6 mix (1-cement:3-

coarse sand:6-Brick bats 40+50mm size)

inside plastering 15mm thick with Cement

Mortar 1:5 (1-Cement:5-coarse sand) finished

with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-

Cement:2 -Coarse sand:4-stone aggregate

mm nominal size) finished smooth complete

including curing and festing (i) Inside size

900mm x 1200mm and up to 1.5M. deep

including C.I. cover with frame size 560 mm

diameter total weight of cover and frame to be

not less than 128kgs. (Wt. of cover 64Kg. and

Wt. of frame 64Kg.) (A) With 230 mm thick

walls of brick masonry using brick having

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

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

sand) (2)B type depth up to 1.50 Metre 19139.07 No.

Providing and fixing white vitreous china flat

back or wall corner type lipped front urinal

basin of 340x280x470 mm sizes respectively

with standard flush pipe, Waster Pipe, Waste

Coupling, PVc Connection and G.I clamps

complete, including painting of fittings and

brackets, cutting and making good the walls

and floors wherever required : Cera Model No.

S4020103 or Equivalent 3344.35 No.

b 1.00 Providing and Fixing of C.P. Brass BIB Cock of

15 mm Dia of Jaquar make florentine series

model no. 5047n or equivalent make with all

necessary fittings. as approved by Engineer -

c 1.00 Providing and fixing brass screw down Angle

stop tap.(A) 15mm dia. Of Jaquar make

florentine series modelno. 5053n or equivalent

make with all necessary fittings. as approved

by Engineer - in - charge.,

d 1.00 Providing and fixing C.P. brass shower rose

with 15mm or 20mm inlet Shower Arm.(A)

100mm dia. Each

30 1.00 Provdg. & laying S.W. Gully trap with C.I.

garting brick masonry chamber & water tight

C.I. cover with frame of 300 mm x 300 mm

size ( inside) with standard weight. sqare

mouth trap size 150 x100 mm P trap

31 1000.00 Providing erecting and fixing double coated ISI

water tank of required capacity each with all

necessary fittings and connection etc.

complete on terrace

32 50.00 Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of

thickness up to 0.20 meter including

demolishing the asphalt carpet, metal, soiling /

cutting Reinforcement etc.comp. with stacking

the material as directed.-up to 0.20 meter

33 1.00 Providing and fixing PVC SWR Nahni trap IS

14735 for drain - 75 mm diameter with jali of

the following nominal diameter of self

cleansing design with C.I scread down or

hinged grating including the cost of cutting and

making good the walls.

34a Providing laying and jointing in true line and

level U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall

be concealed as directed including necessary

fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent,

including cost of all materials.

iii 10.00 32 mm 117.97 Rmt

35 Provdg. And fixing to wall ,ceiling and floor

10.00 kg. F/Sq.Cm2 working pressure

polythelene pipes of the following outside

diameter, low, density, complete with special

flange compression type fittings, wall clips etc.

making good wall ceiling and floor.

b 10.00 (A) 75mm dia 274.68 Rmt

36 Providing and fixing ball valve (brass) of

approved quality, High or low pressure, with

plastic floats complete :

ii 1.00 20 mm dia 1099.94 No.

iii 1.00 25 mm dia 1552.93 No.

iv 1.00 40 mm dia 3312.60 No.

37 Providing and fixing Full Way valve (HEX)

with wheel of approved quality :

i 1.00 15 mm Full Way valve (HEX) 1461.17 No.

ii 1.00 20 mm Full Way valve (HEX) 1924.61 No.

iii 1.00 25 mm Full Way valve (HEX) 2535.55 No.

iv 1.00 32 mm Full Way valve (HEX) 3377.64 No.

v 1.00 40 mm Full Way valve (HEX) 4661.10 No.

vi 1.00 50 mm Full Way valve (HEX) 6675.14 No.

38 10.00 Providing and laying Cement concrete flooring

for I.P.S. 1:2:4 (for Indian Patent Stones) (1

cement: 2 coarse sand: 4 graded stone

aggregate 20 mm. nominal size) lain in layer

finished with a floating coat of neat cement-

mm th etc. complete.

39 5500.00 Providing & Fixing M.S.grill, gate,stair /

balcony railing , elevation element of

Decorative pattern with M.S. Channel ,flat

,medium grade m.s. pipe, square or round

bars with round heanded bolts, nuts, or by

screw. etc. comp. 100.17 Kg.

40 250.00 Applying priming coat over new steel and other

metel surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt

and other foreign matter and scoured with

brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing

41 250.00 Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

including cleaning the surface an even shade

including cleaning the surface of all dirt, dust

and other foreign matter.

Providing & Fixing 1 mm Thick S.S.-304 Grade

90 cm High S.S. Railing having Hand Rail

Member of 50 mm Dia., 3 No. of Horizontal

Pipe of 16 mm Dia. & Baluster Suppprt of

mm Dia. At Every Third Step as per Detail

Given. Rate Includes All Work Complete as

per Description & as per Direction of Engg. in

Charge. 2270.21 R.Mtr.

Providing in line level plumb, fabricating and

fixing three row horizontal barbed wire fencing

and punched tape concertina coil of 9 turns

per meter of 610 mm diameter fixed with clips

on top of the angle iron posts. The punched

tape concertina coil having sharp barbs at

every 25 mm spacing shall be 0.5 mm thick

and 19 mm width and weighing 13 Kg/

mtr. (Average) as per manufacture's

specification. The rate shall also include

providing and fixed 1.20 mt. total long Y Shape

MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c

spacing embedded in RCC column / MS Pole,

angle posts shall be painted with one coats of

red oxide and two coats of enamel paint of

approved quality at top of compound wall. 390.00 Rmt.

Providing and fixing 1.20 Metre high fencing

with 2.0 Metre long M.S. Angle posts 40mm x

40 mm x6 mm and oil painting 3 coats fixed at

2.5 Mt,C/c. with five Horizontan lines and two

diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I,staples including fixing

the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete. 385.40 Rmt.

45 10.00 Providing corrugated G.I. sheet of class-3

roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

46 2.00 Providing valleys 900 mm. overall in plain

mm. thick G.I. sheet Class – 3 fixed with ‘J’ or

‘L’ hook bolts and nuts galvanized from ‘J’ or

‘L’ hook bolts and bitumen washers complete.

47 Making connection to the ex.M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

convenient time. All damaged work shall be

well repaired as per instructions.

a 1.00 For Pipe 150 mm to 300 mm diameter 1339.29 No.

b 1.00 For Pipe 400 mm to 600 mm diameter 2232.14 No.

48 1.00 Making connection of galvanised Mild steel

distribution branch with galvanised mild steel

main pipe upto 80mm nominal bore by

providing and fixing tee including cutting and

threading the pipes complete

49 100.00 Providing throating or plaster drip, grooves

and moulding to Wall , R.C.C. chajja and slab.

50 60.00 Providing & Laying cement vatta 10 cm x

cm in size quarter round in c.m. 1:1 (

cement, 1 coarse sand) laid in one layers

finishing with a floating of neat cement

watering etc complete as dire.

51 300.00 Carring out plinth treat ment to post

construction/ existing structure by spraying

chemical solution for termite control treatment

including labour and material consist ment

withI.S.I specification. Using Chlordene and

Chiorpur files 20EC. As Per 6131_ paret- II

Consentration Weight one percent is

recommended i.e one litre 20EC chemical

emulsion with19 liter give1% concrentration

inclusive of one litre chemical emulsion

appication at the rate of 5 Litre chemical/ Sqm

of surface is recommended as per I.S

52 100.00 Providing and fixing pre-cast Rubber Dye /

steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

2006 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.

53 120.00 SProviding and fixing pre-cast concrete kerb

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick 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:3fine sand) etc complete.

54 5.00 Providing and fixing retro Reflective Hi

Intensity Micro Prismatic Grade Board using

2mm Aluminum / 4mm ACP, angle iron 75 x

75 x 6mm. Descaling and degreasing the

board as per requirement using epoxy

reflactive process by screen painting as

directed etc. complete including transporting

and fixing in C.C. 1:2:4 with necessary

excavation curing etc. complete as per I.R.C.

67-2012 design. A warranty for 7 years for the

Retro reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor. (B)Class B Type-

4(MDR/ODR) retro reflective sheeting

9250.89 Sq.mtr.

55 10.00 Road marking with hot applied

thermoplastic paints with reflectorising

glass beads on bitumin surface providing

and laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding

of surface applied glass beds as per

IRC:35-2015. The finished surface to be

level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color

marking should provide liminance

coefficinet on cemend road shalll be min

130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life

during the day time. The marking should

meet the performance criteria for night

time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15

of IRC 352015. Warranty for the Retro

reflectivity should be two years. 264.64 Sqmt

56 Providing and Fixing 6 mm thick Lexan

Polycarbonate multi wall roofing sheet fixed

with hilti screw and rubber silicon sealer and

alluminium strip of size 50 x 3 mm etc

complete as directed by Engineer in charge

57 Providing Making & Fixing Glow sign Board

of suitable size as per approved color-

Designed Back Light Material fixed on G.I.

sheet Box of suitable size with concealed

Light Fittings, Necessary Scaffolding etc.

complete as per direction of Officer in charge.

Manufacturing,testing ,supplying

loading,,transporting to work site,loading

unloading lowering in trenches,laying and

jointing RCC NP3 class pipes in C:M 1:1

including all jointing materials such as

cement,sand,hemp bitumen as directed testing

the pipe line to a head of 1.5 mt and hydraulic

test as directed etc comp.

a 20.00 300 mm Diameter 616.07 Rmt

b 10.00 450 mm Diameter 806.25 Rmt

d 2.00 Constructing Bombay Pattern Type Catch Pit

of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick

brick maso. wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3) with

out jali etc. comp. as directed. 3125.00 No

e 2.00 CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge. 1383.93 No

SITC of Tensile structure

1 ) MS Structure :

Supply, bending , Fabrication & erection of

structural steel sections & Plates in complete

line & level as per drawing with one coat of

zinc chromate primer & two coat of epoxy

Hollow Sections : Asian / Apl Apollo

Plates : Main Make

Electrode : Noble / Mangalam / Sun arc

Primer & Colour : Asian / Berger / Nerolac

2 ) Architectural tensile fabric :

Tensile Fabric will be done with Serge Ferrari

– 750 GSM make. Tensile Fabric installation

will be done with SS Turn Buckle, SS Corner

Plate, Aluminum Flat, Wire Rope & SDST

Fabric warranty : 7 Years back to back as per 7176.92 sq.mt.

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

(ENGINEERING DEPARTMENT-SOUTH ZONE)

Name of Work : DEVELOPMENT OF KADIYA NAKA IN ISANPUR WARD,

SOUTH ZONE, AHMEDABAD.

FINANCIAL BID ( TO BE SUBMITTED ONLINE ONLY)

Sr. No. Description Amount

1 Amount For Civil Work Rs.

I / We am / are willing to Carry out Work at % Above / Below ( Should be Written in

Figures and Word ) The Estimated Cost Mentioned Above.

Estimated Cost Put to Tender: Rs. 49,87,075.57 Estimated Cost Put to Tender: Rs.

Add______& Above Rs. Add______& Above Rs.

Signature of Bidder

Additional City Engineer ( SOUTH Zone)

Ahmedabad Municipal Corporation