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PROJECT : UDAIPURA MULTI VILLAGE RURAL WATER SUPPLY SCHEME

CONTRACTOR : McNALLY BHARAT ENGG. CO. LTD.

SUB-CONTRACTOR :

SUBJECT : ESTIMATED QUANTITY FOR CIVIL & STRUCTURAL WORKS FOR WT PLANT

A B C D E F G H I J K

ITEM DESCRIPTION UNIT BOUNDARY WALL ESTIMATED QTY

EARTH WORK1 0

a ) Ordinary soil ( silty / sand / sandy clay ) 00

i Cum. 20482.8

ii From ( - ) 3.5 M. To ( - ) 6.0 M . Cum. 1943.5iii From ( - ) 6.0 M. To ( - ) 8.0 M . Cum. 0b) ferrugeneous rock( not requiring blasting) 0i Cum. 0

ii From ( - ) 3.5 M. To ( - ) 6.0 M . Cum. 0iii From ( - ) 6.0 M. To ( - ) 10.0 M . Cum. 0

c ) Rock (requiring blasting) 0

i From ( - ) 6.0 M. To ( - ) 10.0 M . Cum. 0

2 Cum. 8348.6

3 Cum. 14162.2

4 Cum. 0

5 CONCRETE WORK 00

a ) 0

i) MIX : ( 1 : 4 : 8 ) Cum. 92.95ii) MIX : ( 1 : 3 : 6 ) Cum. 816.27

b) Cum. 0

c ) 0

i) M 15 Cum. 0ii) M 20 Cum. 42.25iii) Cum. 971.75iv) M 30 Cum. 5171.46 SHUTTERING / FORM WORK 0

0

SL. NO.

CASCADE AERATOR, CHANNEL,

DISTRIBUTIONCHAMBER &

FLASH MIXER

CLARIFLOCCU-

LATOR ,VALVE PIT & OUTLET

CHANNEL

RAPID GRAVITY

FILTER & BACKWASH

WATER TANK

LABORA- TORY

AND CHEMIC

AL HOUSE

CHLORINE CONTACT TANK

MASTER BALANC- ING RESRVOIR & PUMP HOUSE

SLUDGE DRYING BEDS

PRE-SEDIMENTATION TANK

FILTER BACKWASH WASTE COLLECTION TANK&PUMP HOUSE

SLUDGE SUMP AND PUMP HOUSE

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 (VERTICAL CUT - 500MM ALL ROUND FROM THE EDGE OF

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

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 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.

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a ) Sqm. 22037.6

b ) Circular/Curved shuttering of water tanks etc . Sqm. 3853.27 BRICK WORK 0

0

i) 230 mm thk. in C.M. ( 1 : 6 ) Cum. 490.1ii) 115 mm thick in C.M. (1:4) Sqm. 135.2

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

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

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8 PLASTERING WORK 00

a ) Sqm. 2889.9

b ) 12 mm thick (1 : 6) on internal surfaces. Sqm. 2044.9c ) Average 6 mm thk. in ceiling ( 1 : 4 ) Sqm. 2636.49 FLOORING AND SKIRTING 0

(A) Flooring : 0a) Sqm. 1014

b) Sqm. 202.8

c) Sqm. 236.6

d) 2 mm thk. PVC sheet over mosaic flooring 0

(B) Skirting/Dado : 0a) 12 mm thk.mosaic Sqm. 114.92b) 5 mm thk. glazed tile generally as per IS: 777 Sqm. 202.8c) Sqm. 278.85

10 REINFORCEMENT WORK 00

a ) MT. 599.95

12 0

0

a) Sqm. 1698.45

b) Sqm. 20.28

c) Sqm. 0

d) MT 104.1885

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 .

O/A 40 mm thk. mosaic over concrete (1:2:4) bedding600 mm thk. sandfilling with bituminous coating at top in alum storage area inside Chemical House

O/A 50 mm thk. acid/alkali resistant tile (25mm) jointed with acid/alkali resistant cement mortar over potassium silicate mortar onforming to IS: 4832 (Part-1)bedding

12 mm thk. acid/alkali resistant tile as per IS: 4457 set in potassium silicate mortar and joints pointed with resin bonded mortar

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.WATER PROOFING / SEALING / INSULATION

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.

Structural waterproofing for underground Pits, basements, tunnels etc. by Injection Grouting method including provision of nozzles, grouting with cement grout with admixtures etc. all complete as per Specification and conforming to IS: 2645.

Supplying , mixing and applying CICO or equivalent, a water proofing compound in underground structures as approved by Engineer-in-Charge.

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e) Sqm. 2889.9

f) 0

i ) 150 mm wide x 6 mm thk . RM 5061.55ii ) 230 mm wide x 6 mm thk . RM 0

11 PAINTING WORKS 00

a) Sqm. 4681.3

b) Sqm. 0

12 0

Sqm. 0

a ) Sqm. 42.25

b) 0

i ) Doors Sqm. 16.9ii ) Windows Sqm. 414.05

c) Sqm. 118.3

d) Sqm. 0

e) Fire Proof Doors Sqm. 0

f) MS Gate Sqm. 0

13 0

0

a ) Sets 1.69

b ) UPVC R.W.D commer pipes with usual fittings. 0

100 mm dia RM 261.95c ) RM 1166.1

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.Supply and application of bitumen paint in two coats to surfaces in foundation 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.

Aluminium glazed doors & windows with aluminium frames as per IS : 1940 and with superior quality plain sheet glass 5 . 5 mm thick all complete .

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.

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d) MT 0

e) Sqm. 0

f) Cum. 0

g) 0

i) 300 dia. RM 0ii) 450 dia. RM 0

14 STRUCTURAL WORKS 00

a) Fabrication & Erection works MT 8.4515 ROAD WORKS 0a) Sqm. 0

b) Sqm. 0

c) 100 mm thk. moorum fill in shoulder Cum. 0

16 1000 wide plinth protection(P.C.C 1:2:4) Sqm. 633.7517 RM 67618 Lot 0

Supply , fabrication and placing in position removable 25 mm thk. M S galvanised Grating over masonry /concrete ,leveling by cement - sand mortar of the supporting edges required for setting the grating. Such gratings shall be blast cleaned to Sa 2 ½ finish of Swedish Standard SIS - 05 - 5900 and shall be hot dip galvanised at the rate 610 gm/sq.M. Gratings shall be electro-forged

Providing and construction of False Ceiling made of 12mm thk. Pre-laminated (MDF Exterior grade) pressed Teak wood particleboard panels of size 600mm X 600mm with coloured anodised aluminium grid of 32mm x 32mm tees. 50mm thk. with mineral wool insulation (as per IS:8183) bound in polythene bags laid on top of panels. and with Addl. hangers and height adjustment clips return air grills, light fixtures, AC ducts etc. Supplying and laying 230 mm thk . hardcore boulder soling interstices filled with morrum / sand , including making well compacted subgrade in required slope all complete at all locations ( Excavation work required for the Providing , laying underground concrete pipes for laying cables including setting of joints of following diameters (Necessary excavation will be paid separately at rates for excavation)

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)

Providing , laying , compacting / rolling water bound macadam base course having consolidated thickness of 150 mm (2 layers each of 75 mm thick) . The road metal shall consist of approved quality blue granite crushed stone .

Providing , laying , compacting / rolling 20 mm thick premix bituminous carpet topping as road surfacing all complete and finished by a 10 mm thick seal coat .

Brick masonry garland drain 230mm x 300mm Miscellaneous: rungs, ladders, vents, manholes etc.

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19 MSEP, BOLTS ETC. MT 020 2m x 2m x 0.3m cast in situ PCC Block Nos 021 Sqm. 0

22 Structure for Pipe & Cable Trestle/rack MT 023 Foundation for above + Pedestals + Culverts M3 024 Design Engg Lot 025 Dewatering / Sheet piling Lot 026 Survey Lot 027 Soil test Lot 028 Water tightness test LS 029 Barbed wire with angle Iron posts Sqm. 58530 (a) gravel filling insludge drying bed Cum. 152.1

(b) sand filling in sludge drying bed Cum. 76.05TOTAL: 0NOTES: 0

00

STAFF QUARTERS** Sqm 3640

TRANSFORMER SUB-STATION Sqm 63.70

Sqm 260

0BLOWER ROOM Sqm 19.5

0CHLORINE ROOM Sqm 19.5

0TOILET BLOCK Sqm 32.5

0SECURITY BLOCK Sqm 10.4

0STORE Sqm 97.5

0OFFICE BLG. Sqm 156

0H-TYPE QUARTER** Sqm 119.6

0

300mm thick Inverted Filter (150mm sand + 150mm boulder)

ADMINISTRATIVE BUILDING (INCLUDING SCADA ROOM)