CONSTRUCTION OF RETAINING WALL AT TP -94 FP-05 READING VIBRARY PLOT NEAR VIVEKANANDNAGAR COMMUNITY HALL AT VIVEKANANDNAGAR SECTOR -2 & OTHER DIFFERENT PLACES IN HATHIJAN GAM,VINOBABHAVENAGAR AREA IN RAMOL HATHIJAN WARD, UNDER EAST ZONE, AHMEDABAD.

Name of Work:- CONSTRUCTION OF RETAINING WALL AT TP -94 FP-05 READING

VIBRARY PLOT NEAR VIVEKANANDNAGAR COMMUNITY HALL AT

VIVEKANANDNAGAR SECTOR -2 & OTHER DIFFERENT PLACES IN

HATHIJAN GAM,VINOBABHAVENAGAR AREA IN RAMOL HATHIJAN

WARD, UNDER EAST ZONE, AHMEDABAD.

Bill of Quantities

Unit Rate Amount

CivilWork Estimate

1 Demolition&Dismantlingwork

Demolition of RCC work using Hydra

Breacker including stacking of servicable

a 10.00 materials and disposal of unservicable

materialswithallleadandlift.RemovalOf

ExistingBuildingFoundationandSuper

StructureIfAny. 1047.38 Cu.M.

Demolition of Brick work and stone

masonry including stacking ofserviceable

materials and disposal of unserviceable

materials with all lead and lift.(ii) In

Cement Mortar.Removal Of

ExistingBuildingFoundationandSuper

StructureIfAny. 544.95 Cu.M.

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc.

c stacking of serviceable materials and

disposalofunserviceablematerialswith

allleadandlift.

i 5.00 (i)G.I.sheetroofing. 47.25 Sq.mt

ii 5.00 (ii)A.C.sheetroofing. 53.55 sq.mt

Dismentling steel work including

distempering and stackingthe materials

with all lead and lift.

Dismentling doors, windows, ventilators

etc. (wood or steel) shutters including

e 1.00 chowkhats architraves, hold fasts and

other attachment etc. complete and

stackingthemwithinallleadandlift.

(i)Notexceeding3Sq.M.inarea. 185.85 Each

Removing & Scrapping of Old

deteriorated Plaster of any thicknessfrom

f 10.00 Masonary / R.C.C. member

includingstackingofserviceablematerial

& disposal of un serviceable from site of

work with all lead & lift. 19.38 Sq.M.

Dismentaling any type tiled of stonefloors

laid in mortar including stacking of

g 10.00 serviceablematerilasanddisposalof

unserviceable materials with all lead and

lift. 47.25 Sq.M.

2 Excavation for foundationincluding

sorting out stackingof useful material &

disposingofexcavatedstuffupto50mt.

lead. Loose & Soft soil.Excexuted With

MechanicalEffort

a 450.00 upto1.5mt.depth 115.92 Cu.M.

b 350.00 1.5to3.0mt.depth. 128.52 Cu.M.

c 30 3.0to5.0mt.depth 141.11 Cu.M.

d 350.00 AddextraforDisposingofftheexcavated

stuff of above items for lead of (A) 50 m

e 350.00 AddextraforDisposingoffthe excavated

stuff of above items for lead of (B) 100 m

Providing and installing cast insitusingle

under reamed piles of specified diameter

and length below pile cap, excluding the

cost of Concrete, steel reinforcement but

includingthecostofboringwithbentonite

solution and the length of the pile to be

embedded in pile cap etc. all complete.

(Length of pile for payment shall be

measureduptotothebottomofpilecap)

i 8.00 400mmdia. Piles 638.83 Rmt.

ii 8.00 450mmdia. Piles 705.03 Rmt.

g 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).

t 2.00 400mmdia. Piles 813.05 Each

ii 2.00 450mmdia. Piles 1103.43 Each

3a 1 Provdg. & laying cement concrete 1:5:10

(1 cement : 5 course sand : 10 hand

broken aggregates 40 mm nominal size)

and curing complete, excluding cost of

form work in foundation & Plinth.

3b Provdg. & laying cement concrete 1:3:6

(1 cement : 3 coarse sand : 6 hand

broken stone aggregates40 mm nominal

size) and curing complete excluding cost

of form work in

48.00 (A)Foundationandplinth 2976 Cu.M.

3c 30.00 Supplying of graded hand brocken stone

size of 90 mm to 127 mm at site (Rubble

3d 170.00 Labour charges for spreading the spouls

90 mm to 127 mm thick layer good earth

filling in voids correcting the grade &

camber comp. with rolling, watering, incl.

preparing thesurface by brushing for

removing all loose or dirts ect.comp.

4 48.00 Provdg. & laying cement concrete 1:4:8

(1 cement : 4 coarse sand : 8 hand

broken stone aggregates40 mm nominal

size) and curing complete excluding cost

of form work in foundation& plinth.

5 350 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

6 Conveyance charges of earth lime,

murrum, building rubbish, manure,

garbage, sludge, excavated rock,fly ash,

aggregate of any kind etc. comp.

a 100.00 Conveyancechargesupto1 km 46.63 Cmt

b 800.00 Conveyancechargesupto2 km 60.69 Cmt

c 800.00 Conveyancechargesupto5 km 100.44 Cmt

7a 10.00 Filling in plinth with sand under floors

including watering, ramming,

consolidating, compacting and dressing

etc. completed. Cu.M.

7b 75.00 Filling in foundation and plinth with

murrum or selected soil in layers of

cm. thickness including watering,

ramming and consolidating etc.

8 Brick work using common burnt clay

building bricks having crushingstrength

not less than 35 kg/Sq. cm. in cement

mortar 1:6 (1 cement : 6 fine sand)

conventional brick

a 8.00 (a)infoundation&Plinth 3981.21 Cu.M.

b 8.00 SuperstructureUptoFloorTwoLevel

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 AllFloorLevel 646.7 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 ofreinforcement

for reinforced concrete work For any

Height up to any FloorLevel.

a Foundations,Raft,Footings,Mass

1.00 concrete 4238.04 Cu.M.

b1 1.00 RCCRetainingwallatAll Floor 4519.88 Cu.M.

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

Case & Landing, Coping ,Slab, balcony,

weather shed, loft , any cantilever etc All

1.00 Floor 4496.07 Cu.M.

d1 Columns,Pillars,postsandstrutsatAll Floor

10.2 Providing and laying controlled cement

concrete of M-20 Grade and curing

complete, Excluding the cost of form

work, Scaffolding, cost ofreinforcement

for reinforced concrete work For any

Height up to Floor Four Level.

a 1.00 Foundations,Raft,Footings,Mass

concrete 3977.88 Cu.M.

b1 3.00 Tie Beam , Lintel , Beam- Bracket

Coping ,landing, Slab, balcony, weather

shed, loft , any cantilever etcat All Floor 4460.36 Cu.M.

c1 2.00 ColumnatAllFloor 4558.2 Cu.M.

d1 1.00 StairCaseAllFloor 5418.91 Cu.M.

10.3 Providing and laying in position Ready

Mixed M250 grade concrete forreinforced

cement conctere work , using cement

content as per approved Design Mix

manufactured in fully automatic batching

plant and transported to site of work in

transit mixer for all lead having

continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from transit

mixer to site of laying with all lead andlift,

excluding the cost of centering shuttering

finishing and reinforcement including cost

of admixtures in recommended

proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer

- in charge. Without FlyAsh

(Mincementlevelasper

latest IS 456 shall be maintained)

200.00 (Cement level 450 kg ) 4853.56 Cu.M.

10.4 Providing and laying in position Ready

Mixed M200 grade concrete forreinforced

cement conctere work , using cement

content as per approved Design Mix

manufactured in fully automatic batching

plant and transported to site of work in

transit mixer for all lead having

continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from transit

mixer to site of layingwith all lead andlift,

excluding the cost of centering shuttering

finishing and reinforcement including cost

of admixtures in recommended

proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer

- in charge. Without Fly Ash(Min cement

latestIS456shallbemaintained)

2.00 (Cementlevel400kg) 4793.1 Cu.M.

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

completeasperdirectionofEngineer-In-

a 10.00 8 mm Dia in 80 mm Deep & 12 mm Dia

Drilling 183.52 Each

b 50.00 10mmDiain100mmDeep&14mm Dia

Drilling 263.66 Each

c 50.00 12mmDiain120mmDeep&16mm Dia

Drilling 343.80 Each

d 10.00 16mmDiain160mmDeep&20mm Dia

Drilling 608.63 Each

e 10.00 20mmDiain200mmDeep&25mm Dia

Drilling 1024.44 Each

f 5.00 25mmDiain250mmDeep&32mm Dia

Drilling 1938.54 Each

11 Providing and laying controlled cement

concrete1:2:4(1cement:2coarsesand

: 4 Graded stone aggregate 20 mm

nominal size ) and curing complete,

Excluding the cost of form work and

reinforcement for reinforced concrete

a 1.00 Foundations, footings, base of

columns,grade slab and mass concrete. 3923.53 Cu.M.

b 1.00 slab, landing shelves, Balconies, lintels,

beams, girders, and cantilever, up to

aany floor level. 4012.47 Cu.M.

30.00 P/A Trimix with dewatering machine and

floater machine on constructed R.C.C.

c workincl.costofmachineandlabouretc.

comp. as directed. Sq.mt

d 10.00 Making 15 mm Groove in R.C.C work on

road and filling it with poly sulfied selant

and finished it good incl. all labour

charges etc. comp. as directed Rmt

2.00 Providing and laying and fixing 25 mm

thick expansion joint by hydrocell semi

rigid UV resistance with highperformance

e laminated closed cell polythene foam

joint filler in sheet foam as directed, etc.

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 tocelling

not exceeding 4 M & removal of the

same for in situ reinforced or plain

concrete work in

a 140.00 (A) Foundation, footings, bases

ofcolumns etc. and mass concrete. 171.68 Smt

b 5.00 (B) Flat surface such as soffits of slabs,

landing and the like 252 Smt

c 1240.00 (C) Vertical surfaces such as walls (any

thickness) partitions. 229.95 Smt

(D)Columns,pillars,posts&struts.

d 10.00 (1)Square,rectangular,polygonalinplan 297.68 Smt

e 5.00 (2)Circularorcurvedinplan. 422.1 Smt

f 5.00 (H) (1) Sides and soffits of beam,

haunchings cantilevers, girders,

bressumers, Coping and lintels not

exceeding 1 M in depth. Smt

g 5.00 (2) Sides and soffits of beam,haunchings

cantilevers, girders, bressumers and

lintels exceeding 1 M in depth.

h 2.00 (L) chullah hoops, weather

sheds,chhajas, carbels etc including 155.78 Smt

i 3.00 (M) Staircase with-sloping or stepped

soffits incl. risers & strings excluding

landing. 242.55 Smt

j 400.00 Extra for additional height of proppingand

centering where the height of propping

and centering exceeds 4 .O M between

supporting floor to ceiling including

temporary brick or stone pillars

forsupportingasrequired.(i)Heightmore

than 4.0 M.and upto5.0 M.

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 level..

a 31400.0 AllFloorLevel 75.46 Kg.

14 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 C.M.1:4.

a 50.00 AllFloorLevel 190.58 Sq.M.

b 0.00 Providing&fixing23cmwidechicken

meshjaliwithnails&thenapplicationof

15mmplasteronR.C.C.&masonary joints

as per dir. of engg. In charge.

15a 450.00 Providing 20 mm th. Double coat Sand

face / Mala Cement Plaster on Wallsupto

any Height Above Ground level

consistingof12mmth.Backingcoatof

C.M. 1:3 ( 1 cement : 3 Ssand ) & 8 mm

th.FinishingcoatofC.M.1:1(1cement:

sand ) ets. Complete.

16a 450.00 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

b 100.00 Finishing walls with Acrylic Smooth

exterior paint of required shade :New

work (Two or more coat applied @

ltr/10 sqm over and including primingcoat

of exterior primer applied @ 2.20 kg/10

c 45.00 Wall Painting (two coats) with plastic

emulsion / Oil paint of approved brand

and manufacture and of shade required

on undecorated wall surfaces to give an

evenshade, over andincludingapriming

coat with alkali resistance primer of

approved brand and manufacture after

thoroughlybrushingthesurfacefreefrom

mortar droppings, and other foreign

matter and also including preparing the

surface even and sand -papered smooth

17a 1230.00 Providing & Fixing M.S.grill, gate,stair /

balcony railing , elevation element of

DecorativepatternwithM.S.Channel

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

round bars with round heanded bolts,

nuts, or by screw. etc. comp.

b 70.00 Applyingprimingcoat over newsteeland

other metel surface after and including

preparing the surface by throughly

cleaning, oil, grease, dirt and other

foreign matter and scoured with brushes

finesteelwood,scrapersandsandpaper

with ready mixed priming paint brushing

c 70.00 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.

d 30.00 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 flangecompression

type fittings, wall clips etc. making good

wall ceiling and floor.For Weep Holes

18a 0.00 Providingthroating or plaster drip,

grooves and moulding to Wall , R.C.C.

chajja and slab.

b 200.00 Providing & Laying cement vatta 10 cm x

10 cm in size quarter roundin c.m. 1:1 (

cement, 1 coarse sand) laid in one layers

finishing with a floating of neat cement

watering etc complete as dire.

19a 20.00 Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks

of specified thickness, size, grade of

concrete and colour machine made and

blasting by automatic shot blasting

machine and high density of as per

approved sample of approved make for

footpath, parking areas, service

lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thickaverave

bedding layer of coarse sand below

paver block as per required grading and

specification. Laid paver block shall be

mechanically compacted. The work of

the paving blocks shall be executed in

line and level by skilled mason of flooring

work only. Small sizeof paver block with

same specification shall be used at

residue or at end. It should be laid in

such a way that the no cutting of the

paver block to be necessary. If cutting of

paver block shall be required , than cut

by machine only and laying to be done

by skilled flooring mason. The finished

surface of the paver block shall have

coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if

necessary. Actual laid area shall be

measured and paid

withoutanywastage.(A)80mmthickM-

35 grade Grey Paver block of size

200mm x 200mm. As per approved rate Sq.mt.

10.00 Providing and fixing pre-cast concrete

b kerb stone of gray cement based 358.06 R.mt.

concrete block 30cm length,30cm height

and15cmthickofM250gradeconcretas 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.

TotalofCivilWork

Seal and Signature of the Bidder Addl.CityEngineer

AHMEDABADMUNICIPALCORPORATION

ENGINEERINGDEPARTMENT-EASTZONE

Name of Work: CONSTRUCTION OF RETAINING WALL AT TP -94 FP-05

READING VIBRARY PLOT NEAR VIVEKANANDNAGAR

COMMUNITY HALL AT VIVEKANANDNAGAR SECTOR -2 &

OTHER DIFFERENT PLACES IN HATHIJAN

GAM,VINOBABHAVENAGAR AREA IN RAMOL HATHIJAN WARD,

UNDER EAST ZONE, AHMEDABAD.

FINANCIALBID(OnlineOnly)

Sr.No. Description Amount

1 AmountForCivilWork Rs.

I/Weam/arewilling tocarry outworkat %above/below(shouldbewritteninfiguresandwords)

theestimatedcostmentioned above.

Estimatedcostputtotender:Rs. 49,96,483.01 Estimatedcostputtotender:Rs.

Add % above: Rs Deduct % below : Rs

Inwords: Rupees Inwords: Rupees

Signatureofcontractor AdditionalCityEngineer(E.Z.)

Seal AhmedabadMunicipalCorporation