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PROJECT : UDAIPUR

CLINT:

CONTRACTOR : McNALLY BHARAT ENGG. CO. LTD.

SUB-CONTRACTOR :

SUBJECT : ESTIMATED QUANTITY FOR CIVIL & STRUCTURAL WORKS

A B C D E F G H I J K L M N O P Q R S T U V WW XITEM DESCRIPTION UNIT

EARTH WORK1

a ) Ordinary soil ( silty / sand / sandy clay )

i Cum.

2 Cum.

3 Cum.

4 Cum.

5 CONCRETE WORK

a )

i) MIX : ( 1 : 2 : 4) Cum.ii) MIX : ( 1 : 3 : 6 ) Cum.b) Cum.

c )

i) M 15 Cum.ii) M 20 Cum.iii) Cum.iv) M 30 Cum.6 SHUTTERING / FORM WORK

a ) Sqm.

b ) Sqm.

SL. NO.

Intake cum pump house

Bank protection

Approach bridge

Raising main

8910m intake to

wtp

Deori Junction

point 450dia.

17.92km

Khursuru junction

point 350 dia.

17.11km

75kl 3nos.

100kl 5 nos.

125kl 9 nos.

150kl 10 nos.

175kl 2 nos.

200kl 5 nos.

225kl 2 nos.

250kl 3 nos.

300kl 1 no.

100NB from

MBR to ESR

50000m

150NB from

MBR to ESR

57165m

200NB from MBR

to ESR 14860m

250NB from MBR

to ESR 8280m

90HDPE from ESR to Village 214553m

110HDPE from ESR to Village 55529m

125HDPE from ESR to Village 21314m

140HDPE from ESR to Village 15784m

160HDPE from ESR to Village

8050m

Earth work in excavation (including stacking of excavated earth within a distance of 100M from

the excavation area) in the following types of Soils / Ferrugeneous rock

upto a depth of 3.5M. below average existing ground level.

Earth work in Backfilling and plinth filling with all lifts and at all locations with earth from

temporary stacks of excavated spoils within a lead of 50 m or from borrow pits from selected areas. The

material shall be free from lumps

Disposal of surplus earth/ rock by truck upto a distance of 3.0 km (from the stacking area where the excavated earth is stacked for the activity of SL.NO 1) including reclaiming from the stacked pile

and spreading / leveling the earth / rock in the disposal area. .

Extra rate over Item No. 3 for disposal of surplus earth / rock beyond a distance of 3.0 KM. Upto 5 .

0 KM .

Mixing , placing , compacting and curing Cement Concrete of following types and grades with all leads , for all types of structures and foundations

upto a depth of 6.0 M & height of 10.0 M. from adjoining ground level including all necessary

activities.

Plain Cement Concrete with 40 mm or 20 mm down aggregates .

Supplying, mixing and applying 50 mm thk. Non-shrink Flowable Concrete Grout (1:1:2) with

admixtures as per specification for grouting Anchor bolts, pockets, base plate etc. at all locations (Min.

Grade-M 30). Plasticizer Admixtures shall be Groutex-L/Ferrogrout or equivalent and conforming to

IS: 9103.

Reinforced cement concrete with 20 mm down graded aggregates

M 25

Supply ,fixing ,and removing water resistant plywood and/or steel shuttering with necessary

supports including cost of wire nails, tie rods (if required any,).Supports, scaffolding / Staging &

walkways and all height etc.

Plain Shuttering to walls, columns, counter forts, slabs, beams , foundations , rafts, etc.

Circular/Curved shuttering of water tanks etc .

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7 BRICK WORK

i) 250 thk. Brick work ( 1 : 6 ) Cum.8 PLASTERING WORK

a ) Sqm.

b ) 12 mm thick (1 : 6) on internal surfaces. Sqm.c ) Average 6 mm thk. in ceiling ( 1 : 4 ) Sqm.9 FINISHING SCHEDULEa) O/A 40mm thick mosaic concrete (1:2:4) bedding Sqm.11 REINFORCEMENT WORK

a ) MT.

12 WATER PROOFING / SEALING / INSULATION

a) Sqm.

b) Sqm.

d) MT

e) Sqm.

f)

i ) 150 mm wide x 6 mm thk . RMii ) 230 mm wide x 6 mm thk . RM

13 PAINTING WORKS

a) Sqm.

c) Epoxy paint on inside surface of OHT Sqm.

Supply, construction and curing brick masonary work (one brick thick and above). Common burnt clay brick

shall conform to IS: 1077. Burnt clay fly ash bricks and fly ash lime bricks shall conform to IS: 13757 & IS: 12894 respectively. Min fly ash content in fly ash bricks shall be 25%. All such bricks shall have a min

compressive strength of 75 kg/cm2 at all height

Laying cement-sand plaster with water proofing compound over concrete/ brick surface at all locations , heights and depths with curing , necessary scaffolding , walkways and light

chipping of concrete surfaces as required .

18 mm thick (12mm 1:6 + 6mm 1 : 4) in two layers on external surfaces .

Taking delivery from MBE stockyard , transporting ,cutting ,bending ,placing in position and

binding reinforcement rods of all diameters and lengths with contractor's own 18 SWG annealed iron wire including making and fixing. Reinforcement shall

be TMT conforming to Grade Fe 500 with min. elongation of 14.5% as per IS:1786 except noted

otherwise.

For Ribbed Torsteel / deformed bars / mild steel bars at any height & depth.

Supply & laying of waterproofing treatment on concrete roofs as under :

Roof water-proofing to be done with high solid content liquid applied elastomeric water proofing

membrane 1.5mm thk. with separate wearing course as per ASTM C-898. Polymerised mastic shall be applied with primer coat over the roof to achieve

smooth surface. Wearing course consisting of 25mm thk. PCC (M-15) cast in panels of size 1.2 M sq. max.and reinforced with 0.55mm dia. galvanised

chicken wire mesh & sealing of joints using sealing compound/ elastomeric water proofing membrane

shall be provided on top of membrane.Pathqways of 1000mm width, for handling of materials & movement

of personnel shall be provided with 22mm thk. chequered cement concrete tiles as per IS: 13801. a

min slope of 1:100 shall be maintained on roofs.

Supplying ,mixing and placing 50 mm.thick Damp proof course (M-20) using 10 mm. down graded aggregate including a water proofing compound followed by two layers of bitumen coating 85/25

grade as per IS:702 @ 1.7 kg/sq. M.

Supplying , mixing and applying CICO or equivalent, a water proofing compound in

underground structures as approved by Engineer-in-Charge.

Snowcem outside of building (Water proof cement based paint)

Supplying, providing, jointing and fixing in position as per approved method, PVC water Stop

Supplying and applying all primer and paint to internal / external surfaces of buildings , grills , doors and windows , etc . at all locations with

necessary scaffolding , finishing materials etc . all complete .

Two coats of oil - bound distemper of approved make and shade over coat of whiting on internal

walls after necessary surface preparation as per IS:428.

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14

a ) Sqm.

c) Sqm.

d) Sqm.

f) MS Gate Sqm.

15

a ) Sets

b ) UPVC R.W.D commer pipes with usual fittings.100 mm dia RM

c ) RM

16 STRUCTURAL WORKS

a) Fabrication & Erection works MT17 ROAD WORKSa) Providing 50 thick screed over RCC slab Sqm.19 Plinth protection(P.C.C 1:2:4) in OHT/Sump area Sqm.20 Cum.

26 Nos

27 Empty boring of pile RM28 Structure for Pipe & Cable Trestle/rack MT29 Foundation for above + Pedestals + Culverts M330 Design Engg Lot31 Dewatering / Sheet piling Lot32 Survey Lot33 Soil test Lot34 Sqm.

35 cum

36 m

37 Boulder pitching of size 600mm or in iron crate. sqm

TOTAL:NOTES:

Transformer substation area wiyh fencing sqmAdministration buildinginclusive of SCADA room sqm

DOORS / WINDOWS / VENTILATORS/ FENCING/ MS GATES

Supplying and fixing Mild Steel / Aluminium doors , windows , rolling shutters and fabricated

gates etc . including grouting of pockets.

Steel doors having double plate flush shutters with minimum thickness of 45 mm and conforming

specifications as given in Cl. 4.06.00 of Tech. Spec, Sec.- VI, Part-B, Sub-Section-IIID-01, Page 17 of 61.

M. S . Rolling shutters made out of bright cold rolled annealed 75 x 0 . 9 mm SM laths with 75

mm rolling centres all complete as per IS :6248 - 1979 (maximum size 4.0 m wide x 3.5m height . )

Chain link Fencing of PVC coated G.I. chain link of min. 8G (incl. PVC coating) of mesh size 75mm and of height 2.4 M above toe wall with a 600mm high

glavanised concertina at top, such that total height of 3.0 M of fencing above toe wall is achieved. The dia of steel wire for such fencing shall not be less than

12G.

SANITARY WORKS / DRAINAGE WORKS / MISCELLANEOUS WORKS

Supplying and fixing following sanitary wares and pipes including specials .

Toilet Blocks as per IS:1172,IS:2064 & IS:2065. Each toilet block shall have fittings/fixtures as mentioned in

Cl. 5.00.00.6 of Tech. Spec, Sec.- VI, Part-B, Sub-Section-IIID-01, Page 19 of 61. The common toilet

area shall have FFL at 15 mm below the FFL of surrounding area.

Supplying, Fitting & fixing of Medium Class 32 NB M.S pipes for hand railing as per IS:1239. with toe & knee rails, toe guard plates. All handrails shall be hot dip galvanised at the rate 610 gm/sq.M. Top rail shall be about 1 M from platform level and pipe posts shall

be more than 1.5 M apart.

Structural steel shall be of tested quality. Mild steel of Grade 'A' (upto 20mm thk.) & Grade 'B' (more than

20mm thk.) shall conform to IS: 2062. High Strength Low Alloy Steel (HSLA), if used, shall conform to IS: 8500. Chequered Plates shall conform to IS: 3502

(Steel shall be supplied free by MBECL)

Sand filling including compaction as per NTPC specification

1000mm dia bored pile - 18m long (including concrete & reinf)

Room having attached WC and bath in OHT/Sump area.

Islanding by depositing earth in layer from shore as/dwg. And removal of the deposited soil after

construction of well and approach bridge

Well sinking 8.5m diameter as/IRC code including all equipment (crane, grabber etc.) and depositing the excavated soil from well to the side slope of island.