BILL OF QUANTITIES OF PROPOSED CONSTRUCTION · PDF fileNON RESIDENTIAL BUILDINGS S. N. DESCRIPTION OF ITEM TOTAL QTY UNIT 5% LESS RATES AMOUNT 1 EXCAVATION in foundation in ordinary

Sr. No. Pariticular AMOUNT IN

LACS

1 2 4A Non Residential 6069.04B Residential 4650.48C External Development 249.00

Electrical work 1268.77

Total cost 12237.29

BILL OF QUANTITIES OF PROPOSED CONSTRUCTION OFSIDDHARTH UNIVERSITYAT SIDDHARTH NAGAR

ABSTRACTO OF COST

NON RESIDENTIAL BUILDINGSS. N.

DESCRIPTION OF ITEM TOTAL QTY UNIT

5% LESS

RATESAMOUNT

1 EXCAVATION in foundation in ordinary Soil(Loam clay or sand ) including lift upto 1.5mlead upto 30.0 m & including filling wateringand ramming of excavated earth into the spacebetween the building & sides of foundationtrenches or into the plinth and removal &disposal surplus earth as directed by theengineer I/C within a lead of 30 m.fromfoundation trenches. 20497.42 Cum 67.45 1382550.98

2 Providing and laying Cement concrete 1:4:8(1cement :4 fine sand :8 graded stone ballast 40mm. nominal size) including supply of allmaterials, labour and T&P etc. required forproper completion of the work and curingcomplete, also including cost of formwork infoundation. 2781.92 Cum 5082.50 14139108.40

3 Filling of available excavated earth intrenches, plinth, sides of foundation etc. inlayersnot exceeding 20 cms in depth, consolidatingeach deposited layer by ramming and wateringincluding lead upto 50m & lift upto 1.50m. 9.16 Cum 67.45 617.84

4 Filling of CARTED earth in trenches, plinth,sides of foundationAND OVER AREAS etc. inlayers not exceeding 20 cms in depth,consolidating each deposited layer by rammingand watering including lead and lift cmplete 20576.23 Cum 350.00 7201680.50

5 Sand filling in plinth including all materials &T&P etc. complete as direction of E/I. 1482.27 Cum 400.00 592908.00

5 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under andalround the column pits wall trenches basement excavation top surface if plinth fillingjunction of wall and floor, along the theexternal perimeter of binding expansion joints,surrounding of pipes and conduits etc, complete( Plinth area of the building at ground flooronlyshall be measured as per I.S.6313 ( Part II 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor orchordancewill be used. The rate ofapplicationof chemical emulsion shallbe as follows : (1 Treatment for masonary & foundation 5 liters


( CIVIL WORK )

/ 100 Sqm.(2) Back fill in immediate contact withfoundation7.5 liters / 100 Sqm.(3) Treatment of top surface of plinth filling 5

liters / 100 Sqm.(4)Treatment junction of wall and the floor 7.5liters / 100 Sqm.(5)Treatment of soil along external perimeterofbuilding 7.5liters / 10 Sqm.(6) Treatment of soil under apron along externalperimter 5 liters / 100 Sqm. 562.52 SQM 180.00 101253.60

6 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M 20 in RAFT /FOUNDATION Excluding its fixing and binding wire andincluding necessary centering and shuttering etcand also including S/o all materials required forproper completion of the work. Binding wire tobe supplied by the contractor free of cost.

2814.18 Cum 6460.00 18179602.80

7 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M 20 in RAFT BEAM Excludingits fixing and binding wire and includingnecessary centering and shuttering etc and alsoincluding S/o all materials required for propercompletion of the work. Binding wire to besupplied by the contractor free of cost.

3798.35 Cum 6460.00 24537341.00

8 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M 20 in plinth beams/BENDS,excluding its fixing and binding wire andincluding necessary centering and shuttering etcand also including S/o all materials required forproper completion of the work. Binding wire tobe supplied by the contractor free of cost. i.e.having spans upto 6 metres.

9.62 Cum 7932.50 76310.65

9 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M20 in COLUMN, excluding itsfixing and binding wire and including necessarycentering and shuttering etc and also includingS/o all materials required for proper completionof the work. Binding wire to be supplied by thecontractor free of cost. But in RCC column in1:1.5:3

a Ground Floor 531.68 Cum 8407.50 4470099.60

b 1st Floor 53.20 Cum 8407.50 447279.00

C IIND FLOOR 68.96 Cum 8407.50 579781.20

d 3rd Floor 63.64 Cum 8407.50 535053.30

10 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M 20 in lintels of doors andwindows, excluding its fixing and binding wireand including necessary centering and shuttering etc and also including S/o all materials requiredfor proper completion of the work. Binding wireto be supplied by the contractor free of cost.


b 1st Floor 40.54 Cum 7220.00 292698.80

C IIND FLOOR 40.44 Cum 7220.00 291976.80

d 3rd Floor 1.76 Cum 7220.00 12707.20

11 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M20 in beams, excluding itsfixing and binding wire and including necessarycentering and shuttering etc and also includingS/o all materials required for proper completionof the work. Binding wire to be supplied by thecontractor free of cost.


b 1st Floor 990.06 Cum 7695.00 7618511.70

C IIND FLOOR 1314.40 Cum 7695.00 10114308.00

d 3rd Floor 67.68 Cum 7695.00 520797.60

12 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in theproportion of M20 in slab , excluding itsfixing and binding wire and including necessarycentering and shuttering etc and also includingS/o all materials required for proper completionof the work. Binding wire to be supplied by thecontractor free of cost.


b 1st Floor 1667.84 Cum 7695.00 12834028.80

C IIND FLOOR 2188.04 Cum 7695.00 16836967.80

d 3rd Floor 106.00 Cum 7695.00 815670.00

13 Mild steel or iron in plain work such as inreinforced concreted or reinforced brick work(when not included in overall rates) wrought torequired shape as necessary including bendingfor proper completion of the work and includingsupply of steel its wastage. Bend hooks andauthorized overlapping shall be measured

a Ground Floor 20056.95 Qtl 6175.00 ###########

b 1st Floor 5247.96 Qtl 6175.00 32406153.00

C IIND FLOOR 6812.96 Qtl 6175.00 42070028.00

d IIIRD FLOOR 531.28 Qtl 6175.00 3280654.00

14 M-150 brick work in 1:6 cement and coarsesand mortar in foundation and plinth includingsupply of all materials, labour and tools andplants etc required for proper completion ofwork.

1582.09 Cum 3420.00 5410747.80

15 40 mm thickdamp proof course of cementconcrete consisting of 1 : 2 : 4 one part ofcement, 2 part of approved coarse sand & 4 partof 13 mm graded stone grit and including waterproofing materials as directed by Engineer incharge in the proportion as specified by themanufacturers including supply of all materials,labour & tool and plants etc. required for propercompletion of the work including proper &shuttering as necessary. 800.97 Sqm 280.00 224271.60

16 Painting on D.P.C. with two coats of airblownbitumen 85/50 or 85/25 @ 1.7kg/Sq. M. approxincluding cost of fuel if any. 800.97 Sqm 47.50 38046.08

17 M-150 brick work in 1:6 cement and coarsesand mortar in super structure includingnecessary cutting and moulding of bricksrequired and also including honey comb brickwork thickness of walls more than one brick andfor extra labour to above items


b 1st Floor 1031.16 Cum 3747.75 3864529.89

C IIND FLOOR 1374.88 Cum 3785.23 5204233.59

d 3rd Floor 371.88 Cum 3822.71 1421587.54

18 Class 150 brick work in but in 1 : 4 cement& coarse sand mortar for wall thickness 12cm. and below, upto two floors


b 1st Floor 188.88 Cum 4365.25 824508.42

C IIND FLOOR 251.84 Cum 4408.90 1110338.01

d THIRD FLOOR Cum 4452.56

19 Providing and fixing ISI marked flush doorshutters conforming to IS : 2202 (Part I)decorative type, core of block boardconstruction with frame of 1st class hard woodand with decorative both side high pressurelaminated sheet of plain / wood grain in gloss /matt / suede finish with high density protectivesurface layer and reverse side of adhesivebonding quality conforming to IS : 2046 Type S,including cost of adhesive of approved qualityof 1.0 mm thick including 32x5 mm teak woodlipping on edges of shutters.32mm thick including ISI marked stainless steelbutt hinges with necessary screws.

a Ground Floor 422.58 Sqm 2837.37 1199016.87

b 1st Floor 435.07 Sqm 2837.37 1234455.65

C IIND FLOOR 496.44 Sqm 2837.37 1408585.20

d 3rd Floor 80.64 Sqm 2837.37 228805.72

20 Providing and fixing anodised aluminium grill(anodised transparent or dyed to required shedaccording to IS 1868 with minimum anodiccoating of grade A.C. 15 ) of approveddesign/pattern, with approved standard sactionand fixied to the existing window frame withC.P. brass/stainless steel screws @ 200 mm c/c,including cutting the grill to proper opening sizefor fixing and operation of handless and fixingapproved anodised aluminium standrad section.around the opening, all complete as perrequirement and direction of Engineer in charge.(only weight of grill to be measured forpayment).

a Ground Floor 11955.60 Kg 378.53 4525523.38

B F Floor. 11955.60 Kg 378.53 4525523.38

C S. Floor 15940.80 Kg 378.53 6034031.17

21 Providing and fixing aluminium work for doors,windows, ventilators and partitions withextruded built up standard tubularsections/appropriate Z sections and othersections of approved make conforming to IS:733 and IS: 1285, fixing with dash fasteners ofrequired dia and size, including necessary fillingup the gaps at junctions, i.e. at top, bottom andsides with required EPDM rubber/ neoprenegasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointedmechanically wherever required including cleatangle, Aluminium snap beading for glazing /paneling, C.P. brass / stainless steel screws, allcomplete as per architectural drawings and thedirections of Engineer-in-charge. (Glazing,paneling and dash fasteners to be paid forseparately) :Polyester powder coated aluminium(minimum thickness of polyester powdercoating 50 micron)

X Polyester powder coated aluminium (minimumthickness of polyester powder coating 50micron)a Ground Floor 17829.00 KG 361.29 6441350.27

b 1st Floor 16705.20 KG 361.29 6035338.18

b 2ND Floor 22273.60 KG 361.29 8047117.58

Y For shutters of doors, windows & ventilatorsincluding providing and fixing hinges/ pivotsand making provision for fixing of fittingswherever required including the cost of EPDMrubber / neoprene gasket required (Fittings shallbe paid for separately) Powder coatedaluminium (minimum thickness of powdercoating 50 micron)

a Ground Floor 9232.20 KG 413.30 3815645.18

b 1st Floor 8108.40 KG 413.30 3351181.45

b 2ND Floor 10811.20 KG 413.30 4468241.93

Z Providing and fixing glazing in aluminium door,window, ventilator etc. complete as per thearchitectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snapbeading shall be paid in basic item): With floatglass panes of 4.0 mm thickness shutters andpartitions etc. with EPDM rubber / neoprenegasket


b 1st Floor 405.42 Sqm 958.55 388615.34

b 2ND Floor 540.56 Sqm 958.55 518153.79

22 Providing and fixing stainless steel (Grade304) railing made of hallow tubes, chanells,plates etc. including welding grinding buffing,polising and making corvechare (whereverrequired) and fitting the same with necessarystainless steel nuts and bolts complete, i/c fixingrailing with necessary accessories and stainlesssteel dash fasteners, stainless steel bolts etc. ofrequired size on the top of the floor or the sideof waist slab with suitable arrangement as perapproval of Engineer in charge.(for paymentpurpose only weight of stainless steel membersshall be considered excluding fixing assessoriessuch as nuts, bolts, fasteners etc.

a Ground Floor 4720.80 Kg 580.55 2740636.84

b 1st Floor 12083.40 Kg 580.55 7014957.45

C IIND FLOOR 15711.20 Kg 580.55 9121058.60

23 Providing and fixing 18 mm thick, 150 mm widepalmet of coir veneer board ISI marked IS :14842 including top cover of 6 mm coir veneerboard, nickle plated M.S. pipe 20 mm dia(heavy type) curtain rod with nickle platedbrackets, including fixing with 25x3 mm M.S.flat 10 cm long fixed to pelmet with hollockwood cleats of size 100 mm x 40 mm x 40 mmon both inner side of pelmet and rawl plugs 75mm long etc. all complete.

a Ground Floor 528.45 Mtr 428.74 226565.01

b 1st Floor 521.55 Mtr 428.74 223606.74

C IIND FLOOR 646.20 Mtr 428.74 277048.56

24 15 mm cement plaster in single coat on roughside of single or half brick wall for interiorplastering upto floor two level including brickwall for interior plastering upto floor two levelincluding internal rounded angles chamfersand/or rounded angles not exceeding 80mm ingirth and finished evenand smooth no. extra formixing and additive. 1cement :4 C. sand plinthplaster


25 15 mm cement plaster in single coat on roughside of single or half brick wall for interiorplastering upto floor two level including brickwall for interior plastering upto floor two levelincluding internal rounded angles chamfersand/or rounded angles not exceeding 80mm ingirth and finished evenand smooth no. extra formixing and additive. 1cement :6 C. sand

Rough surfacea Ground Floor 17640.37 Sqm 156.51 2760938.41

b 1st Floor 17752.64 Sqm 156.51 2778510.07

C IIND FLOOR 22359.52 Sqm 156.51 3499544.37

26 12 mm cement plaster in single coat onsmooth side of single or half brick wall forinterior plastering upto floor two level includingbrick wall for interior plastering upto floor twolevel including internal rounded angles chamfers and/or rounded angles not exceeding 80mm ingirth and finished evenand smooth no. extra formixing and additive. 1cement :6 C. sand

Smooth surfacea Ground Floor 15872.66 Sqm 135.14 2144991.05

b 1st Floor 15977.24 Sqm 135.14 2159123.73

C IIND FLOOR 20123.57 Sqm 135.14 2719448.67

26 12mm thick plaster with cement mortarconsisting of 1 part cement and 3 part ofapproved coarse sand minimum thickness not tobe less than 10 mm. including supply of allmaterials, labours and T & P etc. required forproper completion of work.Ceiling Plaster(1) 1 Cement : 3 Coarse sand


b 1st Floor 13980.87 Sqm 137.75 1925864.84

C IIND FLOOR 15420.32 Sqm 137.75 2124149.08

27 Providing and Laying Vitrified floor tiles indifferent sizes ( Thickness to be specified by themanufacturer ) with water absorption,s lessthan 0.08 % and conforming to IS : 15622of approved make in all colours and shadeslaid on 20 mm thick cement mortar 1 : 4 ( 1Cement : 4 Coarse Sand ) including groutingthe joints with white Cement and matchingpigment etc. complete.Size of Tile 600x600 mm


b 1st Floor 5756.61 Sqm 1650.00 9498406.50

C IIND FLOOR 7151.52 Sqm 1650.00 11800008.00

28 40 mm thick C.C. flooring with 1 : 2 : 4 (1cement : 2 coarse sand : 4 stone ballast ) :


29 P/L (white / coloured) Kajaria tiles, Ramanotiles flooring over 20 mm (av) thick base ofcement mortar 1:4 (1 cement: 4 coarse sand)laid and jointed with white cement (withpigment) slurry including rubbing and polishingcomplete


b 1st Floor 278.67 Sqm 783.75 218407.61

C IIND FLOOR 371.56 Sqm 783.75 291210.15

30 Supplying & fixing 6 mm ( 1/3" thick chinawhite glazed tiles in flooring or in skirting ordado laid with 1:3 cement & approved coarsesand mortar finished with white cement surryjointing & polishing complete including slurryjointing & all materials labours, T&P etc.required for proper completion of the work.


b 1st Floor 2129.63 Sqm 741.00 1578055.83

C IIND FLOOR 2609.76 Sqm 741.00 1933832.16

31 Providng and fixing Granite 18 mm thick gangsaw cut, mirror polished, premoulded andprepolished, machine cut for kitchen plateforms,vanity counters, windows sills, facias andsimilar locations of required size, approvedshade, colour and texture laid over 20mm thickbase cement mortar 1:4(1 cement : 4 coarsesand).


b 1st Floor 3419.73 Sqm 3250.00 11114122.50

C IIND FLOOR 4536.44 Sqm 3250.00 14743430.00

32 Providng and fixing Granite 18 mm thick gangsaw cut, mirror polished, premoulded andprepolished, machine cut for kitchen plateforms,vanity counters, windows sills, facias andsimilar locations of required size, approvedshade, colour and texture laid over 20mm thickbase cement mortar 1:4(1 cement : 4 coarsesand).


b 1st Floor 123.90 Sqm 3250.00 402675.00

C IIND FLOOR 165.20 Sqm 3250.00 536900.00

33 Finishing walls with Premium Acrylic smoothexterior paint with silicon additives of requiredshade new work (Two or more coat applied @1.43 Ltr./10 sqm over and including base coat ofwater proofing cement paint applied @ 2.20Kg/10sqm.)

(a) All Floor 26649.70 SQM 79.80 2126645.74

34 Wall Painting (two coats) with plastic emulsionpaint of first quality approved brand andmanufacture on undecorated wall surface to givean even shade including thoroughly brushingsand other foreign matter and sand preapredsmooth.

(a) All Floor ####### SQM 67.45 8611787.61

35 Providing and applying white cement basedputty of average thickness 1 mm, of approvedbrand and manufacturer, over the plastered wallsurface to prepare the surface even and smoothcomplete.a All Floor ####### Sqm 81.13 12520493.53

36 Providing and fixing double action hydraulicfloor spring of approved brand and manufactureconforming to IS 6315 having brand logoembossed on the body/plate with double springmechanism and door weight upto 125 kg, fordoors, including cost of cutting floors,embedding in floors as required and makinggood the same matching to the existing floorfinishing and cover plates with brass pivot andsingle piece M.S. sheet outer box with slidepalte etc. complete as per the direction ofEngineer-in-charge.With stainless steel coverplate minimum 1.25 mm thickness. 560.00 No 1919.05 1074666.60

37 Providing and fixing 100mm brass locks (bestmake of approved quality) for aluminium doorsincluding necessary cutting and making goodetc. complete.

560.00 No 367.27 205671.20

38 Providing and fixing aluminium sliding doorbolts ISI marked anodised (anodic coating notless than grade AC 10 as per IS : 1868)transparent or dyed to required colour or shadewith nuts and screws etc. complete 250x16 mm 560.00 No 204.54 114539.60

39 Providing and fixing aluminium tower bolts, ISImarked, anodised (anodic coating not less thangrade AC 10 as per IS : 1868 ) transparent ordyed to required colour or shade, with necessaryscrews etc. complete 250x10 mm 1120.00 No 102.70 115018.40

40 Providing and fixing aluminium handles ISImarked anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent ordyed to required colour or shade with necessaryscrews etc. complete 125 mm 1120.00 No 63.60 71234.80

41 Providing and fixing aluminium hanging floordoor stopper, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour andshade, with necessary screws etc. complete. 560.00 No 41.80 23408.00

42 Providing /laying of light cinder filling/ 25 mmO.B. brick ballast under floor of toilet /sunkenroofs


b 1st Floor 135.60 Cum 1282.50 173907.00

C IIND FLOOR 167.20 Cum 1282.50 214434.00

43 Providing and laying "brick coba" 12 mm thicklaid with M-150 class brick bat coba 7.50 cmthick with gap of 15 mm to each other, over 20mm thick base of cement mortar 1:4 cement andcoarse sand mixed with water proofingcompound spreading cement slurry mixed withaerelic cement concrete water proofingcompound filled gaps of coba & top of cobamortar mixed with water proofing compoundin 1:4 cement and coarse sand mortar finfishedsmooth & top mashed false square 30 x 30 cmand side wall parapet shall be monotythicplaster wall upto 30 cm higher and junction andcorner shall be rounded by brick ballast cementand coarse sand masonary coba with topfinished plaster mixed with acetic waterproofing compound @ 2% by weight &including S/o all material, labour, T&P etccomplete for proper completion of work.

a all floor 10164.04 Sqm 665.00 6759086.60

44 P / F unplasticified - 110 mm dia P. V. Cpipe clips of approved design tounplasticised - P. V. C . rain water pipes bymeans of 50 x 50 x 50mm hard wood plugs,screwed with M. S. screws of required lengthincluding cuitting brick work and fixing incement mortor 1 : 4 (1cement : 4 coarse sand.) 3287.00 Mtr 165.06 542560.44

45 Providing and fixing GI Clip in Metal CeilingSystem of 600x600 mm module which includesproviding and fixing 'C' wall angle of size20x30x20 mm made of 0.5 mm thick pre paintedsteel along the perimeter of the room with helpof nylon sleeves and wooden screws at 300 mmcenter to centre, suspending the main C carrierof size 10x38x10 mm made of G.I steel 0.7 mmthick from the soffit with help of soffit cleat37x27x25x1.6 mm, rawl plugs of size 38x12mm and C carrier suspension clip and maincarrier bracket at 1000 mm c/c. Inverted triangleshaped Spring Tee having height of 24 mm andwidth of 34 mm made of GI steel 0.45 mm thickis then fixed to the main C carrier and indirection perpendicular to it at 600 mm centerswith help of suspension brackets. Wherever themain C carrier and spring T have to join, Ccarrier and spring T connectors have to be used.

All sections to be galvanized @ 120 gms/sqm(both side inclusive), fixing with clip in tilesinto spring 'T' with :GI Metal Ceiling Clip inplain Beveled edge global white color tiles ofsize 600x600 and 0.5 mm thick with 25 mmheight, made of G I sheet having galvanizing of100 gms/ sqm (both sides inclusive) and 20%perforation area with 1.8 mm dia holes andhaving NRC of 0.5, electro statically polyesterpowder coated of thickness 60 microns(minimum), including factory painted afterbending and perforation. 340.00 SQM 2137.50 726750.00

46 Providing and fixing at all height and levelslaminated glass for dome, manufactured bybonding two layers of 6 mm thick glasses ofsaint gobin or equivalent make together withlayer of 1.52 mm Poly Vinyle Brutile betwenthe glasses under heat and pressure to create asingle sheet of heat strengthened glass, fixed onframe made of powder coated Aluminium Alcoxleak proof section of 60 mm wide(size ofaluminium frame shall be as directed by theEngineer-in-charge) conforming to IS 733-1987alloy 6063 T6 (Powder coating of approvedcolour) for top & bottom sections with EPDMrubber gasket (having Hardness as per ASTM-D2240, specific Gravity as per ISO-2781 andstrenght as per ASTM-D412) covered withsilicon sealant & fixing with cold forgedfastners and other accessories as required toM.S. frame complete as per direction ofEngineer-in-charge (The rate is inclusive ofwastage scaffolding, T & P etc. required forexecution of work.) The M.S. frame work, shallbe paid separately. (Plan area to be measured forpayment) 395.00 SQM 21422.50 8461887.50

47 Providing & fixing stone slab table rubbed,edges rounded and polished of size 75 X 50cmdeep and 1.8 cm thick fixed in urinal patitionsby cutting chase of appropriate width with chasecutter and embedding the stone in chase withepoxy grout or with cement concrete 1:2:4 ( 1cement : 2 coarse sand : 4 graded stoneaggregste 6mm nominal size) as per Engineer-in-charge and finished smooth White Agaria Marble Stone 31.90 sqm 2537.21 80937.08

48 Providing & fixing of water closet squattingpan (indian type w.c.pan) with 100mm sand castiron P or S trap, 10 liter low level white p.v.c.flushing cistern with manually controlled device(handle lever)conforming to IS:7231,with allfittings and fixtures comlete including cuttingand making good the walls and floors whereverrequired:White Vitreous china Orissa pattern W.C.pan ofsize 580x440mm with integral type foot rests.marked white solid plastic seat and lid. 85.00 Each 3101.99 263668.94

49 Providing and fixing white vitreous chinapedestal type water closet (European type) withseat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend withfittings & C.I.brackets, 40mm flush bend,overflow arrangement with specials of standardmake and mosquito proof coupling of approvedmunicipal design complete including painting offittings and brackets, cutting and making goodthe walls and floors wherever required :

W.C. pan with ISI marked white solid plasticseat and lid. 131.00 Each 4404.44 576981.31

50 Providing and fixing white vitreous chinaextended wall mounting water closet of size780x370x690 mm of approved shape includingproviding & fixing white vitreous china cisternwith dual flush fitting, of flushing capacity 3litre/6 litre (adjustable to 4 litre/8 litres),including seat cover, and cistern fittings, nuts,bolts and gasket etc complete 25.00 Each 9466.99 236674.69

51 Providing and fixing white vitreous china flatback half stall urinal of size 580x380x350mmwith white PVC automatic flushing cistern, withfittings, standard size C.P. brass flush pipe,spreaders with unions and clamps (all in C.P.brass) with waste fitting as per IS : 2556, C.I.trap with outlet grating and other couplings inC.P. brass including painting of fittings andcutting and making good the walls and floorswherever required :Range of three urinal basins with 10litre whiteP.V.C.automatic flushing cistern 23.00 Each 12175.25 280030.69

52 Providing and fixing Salem Stainless Steel A ISI304 (18/8) kitchen sink as per IS: 13983 with CIbrackets and stainless steel waste with plug40mm including painting of fittings andbrackets, cutting and making good the wallswherever required. Kitchen sink with drain board 510X1040mm bowl depth 200mm. 26.00 Each 5594.93 145468.18

53 Providing & fixing PVC waste pipe for sinkoncluding PVC waste fitting Complete Flexible Pipe32mm Dia 305.00 Each 68.92 21021.36

54 Providing and fixing mirror of superior glass (ofapproved quality) and of required shape and sizewith plastic moulded frame of approved makeand shade with 6 mm thick hard board backing :

Circular shape 450mm dia. 81.00 Each 813.82 65919.22Rectangular shape 453x357mm 115.00 Each 665.29 76507.78

55 Providing and fixing PTMT Bottle Trap forWash basin and sink.Bottle trap 38mm single piece moulded withheight of 270mm, effective length of tail pipe260mm from the centre of the waste coupling77mm breadth with 25mm minimum water seal,weighing not less than 263gms. 210.00 Each 418.71 87929.63

56 Providing and fixing PTMT liquid soapcontainer 109 mm wide, 125 mm high and 112mm distance from wall of standard shape withbracket of the same materials with snap fittingsof approved quality and colour weighing notless than 105 gms.

210.00 Each 172.66 36259.13

57 Providing & fixing c.p. towel rod 450 mm longde with minimum distance of 37 mm from wallface with concealed fittings arrangement ofapproved quality and colour weighing not lessthan 300 gms

210.00 Each 166.06 34872.60

58 Providing and fixing C.P. brass bib cock ofapproved quality conforming to IS: 893115 mm nominal bore 292.00 Each 435.48 127160.16

59 Providing and fixing C.P. brass angle valve forbasin mixer and geyser points of approvedquality conforming to IS 8931 a) 15 mmnominal bore.15 mm nominal bore 694.00 Each 481.37 334067.31

60 Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brasspillar taps, 32 mmC.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting andmaking good the walls wherever require WhiteVitreous China Wash basin size 550x400 mmwith a pair of 15 mm C.P. brass pillar taps

200.00 Each 1872.78 374556.50

61 Providing and fixing soil, waste, vent and rainwater pipes 100mm dia cast (spun) iron S&S pipe 3731.00 Rm 904.88 3376088.63

62 Providing and fixing MS holder bat clamps ofapproved design to cast iron (spun) pipeembedded in and Including cement concreteblocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mmnominal size) including cost of cutting holes andmaking good the walls etc.

For 100mm dia. Pipe 1322.00 Each 133.62 176642.34

63 Providing and fixing bend of required degreewith access door, insertion rubber washer 3mmthick, bolts and nuts complete.

100x100x100mmCentrifugally cast (spun) iron pipe S&S 527.00 Each 323.29 170371.20

64 Providing and fixing bend of required degree .100mmCentrifugally cast (spun) iron pipe S&S 527.00 Each 411.54 216881.58

65 Providing and fixing heel rest sanitary bend, in100mm Centrifugally cast (spun) iron pipe S&S 527.00 Each 351.98 185490.83

66 Providing and fixing single equal plain junctionof reqd. degree with access door, insertionrubber washer 3mm thick, bolts and nutscomplete.100x100x100mmStanderd cast (spun) iron pipe IS-3989 1054.00 Each 591.42 623359.32

67 Providing and fixing terminal guard 100mmstandard cast (spun) iron S&S 100 mmStandard cast (spun) iron S&S 159.00 Each 411.54 65434.86

68 Providing and fixing collar.100mmCentrifugally cast (spun) iron pipe S&S 534.00 Each 301.20 160839.47

69 Providing lead caulked joints to centrifugallycast (spun iron pipes and fittings of diametre.100mm dia. 7582.00 Each 220.69 1673233.67

70 Providing and fixing cast iron trap of selfcleansing design with cast iron screwed downor hinged grating with or without vent armcomplete, including cost of cutting and makinggood the walls and floors.100 mm inlet and 100 mm outlet centrifugallycast (spun) iron S&S. 415.00 Each 891.15 369826.21

71 Painting sand cast iron / centrifugally cast iron(spun) iron soil, waste and vent pipes and fittingswith paint of any colour such as chocolate, greyor buff etc. over a coat of primer (of approvalquality) for new work

100mm dia cast (spun) iron S&S pipe 1865.50 Rm 32.16 59989.82

72 Providing and fixing G.I. Pipes complete withG.I. Fittings and clamps. including cutting andmaking good the walls etc. required for wasteconnection from W.B. , A.S.P., Sump Risingmain etc. Complete.

40 mm nominal bore 1975.00 Rm 392.59 775360.3150 mm nominal bore 1750.00 Rm 486.50 851366.25

73 Providing and fixing ball valve (brass) ofapproved quality complete 15 mm nominal bore. 16.00 Each 272.22 4355.56

74 Providing and laying gun metal non-returnvalve of approved quality (screwed ends)50 nominal boreHorizontal 10.00 Each 937.75 9377.45

75 Painting G.I. pipes and fittings with two coats ofanti-corrosive bitumastic paint of approvedqaulity: 40 mm nominal bore 1975.00 Rm 10.12 19982.0650 mm nominal bore 1750.00 Rm 12.02 21030.63

76 Providing and fixing PTMT grating of approvedquality, colour and make 125mm nominal dia.,15mm high domed shape conforming to ISstandards and weighing not less than 40gm. 415.00 Each 54.15 22472.25

77 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand: 10 graded stoneaggregate 40 mm nominal size) alround 100mmdia. SW / CI / waste pipes including bedconcrete as per standard design 2600.00 Rm 516.37 1342568.50

78 Providing and fixing G.I. pipes complete withG.I. fittings and clamps, i/c cutting and makinggood the walls etc.

Internal work -Exposed on Wall20 mm nominal outer dia pipes 2867.00 Rm 210.43 603288.48

79 Providing and fixing G.I. Pipes complete withG.I. fittings and clamps, i/c making good thewalls etc. concealed pipe, including paintingwith anti corrosive bitumastic paint, cuttingchases and making good the wall :

15 mm nominal outer dia pipes 4695.00 Rm 250.52 1176167.9320 mm nominal outer dia pipes 2817.00 Rm 283.15 797626.51

80 Providing and fixing G.I. pipes complete withGI fittings and clamps including cutting andmaking good the walls etc. (internal work)exposed on wall.Exposed on wall25 mm dia, nominal bore 1650.00 Rm 268.19 442505.25

81 Making connection of GI distribution branchwith GI main of 50-80mm nominal bore byproviding and fixing tee, including cutting andthreading the pipe etc. complete. 4.00 Item 685.85 2743.41

82 Providing & Fixing of Garden hydrant outletconsisting 1 No. 25mm dia. Ball valve,( Brass)for connecting rubber hose, pipes & fittings. 71.00 Each 424.60 30146.78

83 Providing and fixing of gun metal gate valvewith CI wheel of approved quality (screwedends)50 mm dia, nominal bore 4.00 Each 711.93 2847.72

84 Painting GI pipes and fittings with two coats ofanti corrosive bitumastic paint of approvedquality25 mm dia, nominal bore 1650.00 Rm 7.51 12383.25

85 Providing and filling sand of garding zone V orcoraser grade all round the pipes in externalwork20 mm NB 69.00 Rm 59.28 4090.3225 mm NB 15.00 Rm 61.28 919.1350 mm NB 198.00 Rm 65.60 12988.3165 mm NB 825.00 Rm 103.50 85389.5680 mm NB 105.00 Rm 106.69 11201.93

86 Providing and fixing G.I. union in G.I. pipeincluding cutting and threading the pipe andmaking long screws etc. complete (new work)

20mm nominal bore 82.00 Each 169.91 13932.4225mm nominal bore 20.00 Each 180.93 3618.5540mm nominal bore 33.00 Each 219.59 7246.5550mm nominal bore 63.00 Each 291.27 18350.01

87Provide and fixing PTMT ball cock of approvedquality, colour and make complete with epoxycoated aluminium rod with L.P/H.P.H.D. plasticball50 mm dia NB, 242mm long. Weighing not lessthan 1240 gms. 18.00 Set 1329.43 23929.74

88 Providing and fixing gun metal gate valve withC.I. wheel of approved quality (screwed end) 40 mm nominal bore 4.00 Each 554.99 2219.9650 mm nominal bore 4.00 Each 711.93 2847.72

89 Providing & Placing on terrace Rcc waterstorage tank ####### LTR 14.25 1995000.00

90 Excavating trenches of required width for pipe,cables etc including excavation for sockets ,&dressing of sides ,ramming of bottoms ,depthupto 1.5m including getting out the excavatedsoil,& then returning the soil as required, inlayers not exceeding 20 cm in depth includingconsolidating each deposited layer by ramming,watering, etc and disposing of surplusexcavated soil as directed, within lead of 50m.

All kinds of soilPipes, cables etc exceeding 80 mm dia but notexceeding 300 mm dia 2600.00 RM 183.11 476092.50

91 Constructing masonry Chamber 120x120x100cm inside, in brick work in cement mortar 1:4 (1cement : 4 coarse sand) for sluice valve, withC.I. surface box 100 mm. top diameter, 160 mmbottom diameter and 180 mm deep ( inside) withchained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 finesand:10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar1:3 (1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat cementcomplete as per standard design :

With common burnt clay F.P.S.(non modular)bricks of class designation 7.5. 80.00 Each 14540.13 1163210.40

92 Providing and fixing square mouth SW gullytrap grade ‘A’ complete CI grating brickmasonry chamber with bricks of classdesignation 75 and water tight CI cover withframe of 300 x 300 mm size (inside) the weightof cover to be not less than 13.00 kg and frameto be not less than 5 kg. as per standard design.(COVER MIN. 4.5 KG & FRAME MIN.2.7 KG)150x100mm size P type With FPS bricks 156.00 Each 1469.60 229257.99

93 Providing and laying non-pressure NP2 class(light duty) RCC pipes with collars jointed withstiff mixture of cement mortar in the proportionof 1:2 (1 cement : 2 fine sand) including testingof joints etc. complete.

150 mm dia RCC pipe 1050.00 Rm 323.33 339499.13250 mm dia RCC pipe 1600.00 Rm 433.11 692968.00

94 Constructing brick masonary circular manhole1.22m internal dia at bottom and 0.56m dia attop in cement mortar 1:4 (1 cement : 4 coarsesand) inside cement plaster 12mm thick withcement mortar 1:3 (1 cement : 3 coarse sand)finished with a floating coat of neat cement,foundation concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 40mm nominalsize) and making necessary channel in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement allcomplete as per standard design.

1.68m deep with SFRC cover and frame (heavyduty HD-20 grade designation) 560mm internaldiameter conforming to I.S. 12592, total weightof cover and frame to be not less than 182 kg.fixed in cement concrete 1:2:$ (1 cement : 2coarse sand : 4 graded stone aggregate 20mmnominal size) including centering shuttering allcomplete. Excavation, foot rests and 12mmthick cement plaster at the external surface shallbe paid for seperately).

With F.P.S. bricks class designation 75 160.00 Each 14748.18 2359708.80

95 Extra for depth for circular manholes 1.22minternal dia (at bottom) with beyond 1.68m to2.29m.With F.P.S. bricks class designation 75 62.00 M 5782.75 358530.19

Total 606903583.23

SAY Rs. 6069.04 LACS.

RESIDENTIAL BUILDINGSS. N. DESCRIPTION OF ITEM TOTAL

QTY UNIT5%

LESS AMOUNT

1

EXCAVATION in foundation in ordinary Soil(Loam clay or sand ) including lift upto 1.5m leadupto 30.0 m & including filling watering andramming of excavated earth into the space betweenthe building & sides of foundation trenches or into theplinth and removal & disposal surplus earth asdirected by the engineer I/C within a lead of 30m.from foundation trenches. 6583.28 Cum 67.45 444042.24

2

Filling of CARTED earth in trenches, plinth, sidesof foundation AND OVER AREAS etc. in layers notexceeding 20 cms in depth, consolidating eachdeposited layer by ramming and watering includinglead and lift cmplete 7294.36 Cum 275.00 2005947.90

3

Providing and laying Cement concrete 1:4:8(1cement :4 fine sand :8 graded stone ballast 40 mm.nominal size) including supply of all materials, labourand T&P etc. required for proper completion of thework and curing complete, also including cost offormwork in foundation. 768.60 Cum 5082.50 3906409.50

4

Sand filling in plinth including supply of necessaryquantity of sand from a distance not exceeding8.00Kms. From the site of work including watering,dressing etc. labour & T &P etc. required for propercompletion of work saplings of girth upto 30 groundlevel and removal of rubbish upto a distsnce of 50mout side the periphery of area cleared. under floor finesand 492.82 SQM 446.50 220044.13

5

R.C.C. work with cement approved coarse sand and2cm Gauge approved stone ballast in the proportion of M 20 in RAFT /FOUNDATION Excluding its fixingand binding wire and including necessary centeringand shuttering etc and also including S/o all materialsrequired for proper completion of the work. Bindingwire to be supplied by the contractor free of cost.

3653.98 Cum 6460.00 23604710.80

6

R.C.C. work with cement approved coarse sand and2cm Gauge approved stone ballast in the proportion ofM20 in COLUMN, excluding its fixing and bindingwire and including necessary centering and shutteringetc and also including S/o all materials required forproper completion of the work. Binding wire to besupplied by the contractor free of cost. But in RCCcolumn in 1:1.5:3

a Stilt floor 243.94 Cum 8407.50 2050925.55

b 1st Floor 129.02 Cum 8407.50 1084735.65

c 2ND FLOOR 368.54 Cum 8407.50 3098500.05

d 3RD FLOOR 387.98 Cum 8407.50 3261941.85


( CIVIL WORK )

e 4RTH FLOOR 282.35 Cum 8407.50 2373857.63

f 5TH FLOOR 282.35 Cum 8407.50 2373857.63

g 6TH FLOOR 282.35 Cum 8407.50 2373857.63

h 7TH FLOOR 282.35 Cum 8407.50 2373857.63

i 8TH FLOOR 282.35 Cum 8407.50 2373857.63

j T 9TH FLOOR 282.35 Cum 8407.50 2373857.63

7

R.C.C. work with cement approved coarse sand and2cm Gauge approved stone ballast in the proportion ofM 20 in lintels of doors and windows, excluding itsfixing and binding wire and including necessarycentering and shuttering etc and also including S/o allmaterials required for proper completion of the work.Binding wire to be supplied by the contractor free ofcost.

a Stilt Floor 12.88 Cum 7220.00 92993.60

b 1st Floor 11.94 Cum 7220.00 86206.80

c 2ND FLOOR 37.09 Cum 7220.00 267789.80

d 3RD FLOOR 37.09 Cum 7220.00 267789.80

e 4RTH FLOOR 30.52 Cum 7220.00 220354.40

f 5TH FLOOR 30.52 Cum 7220.00 220354.40

g 6TH FLOOR 30.52 Cum 7220.00 220354.40

h 7TH FLOOR 30.52 Cum 7220.00 220354.40

i 8TH FLOOR 30.52 Cum 7220.00 220354.40

j T 9TH FLOOR 30.52 Cum 7220.00 220354.40

8

R.C.C. work with cement approved coarse sand and2cm Gauge approved stone ballast in the proportion ofM20 in beams, excluding its fixing and binding wireand including necessary centering and shuttering etcand also including S/o all materials required for proper completion of the work. Binding wire to be suppliedby the contractor free of cost.

a Stilt Floor 496.88 Cum 8170.00 4059509.60

b 1st Floor 494.76 Cum 8170.00 4042189.20

c 2ND FLOOR 636.01 Cum 8170.00 5196201.70

d 3RD FLOOR 657.77 Cum 8170.00 5373980.90

e 4RTH FLOOR 168.00 Cum 8170.00 1372560.00

f 5TH FLOOR 168.00 Cum 8170.00 1372560.00

g 6TH FLOOR 168.00 Cum 8170.00 1372560.00

h 7TH FLOOR 168.00 Cum 8170.00 1372560.00

i 8TH FLOOR 168.00 Cum 8170.00 1372560.00

j T 9TH FLOOR 184.92 Cum 8170.00 1510796.40

9

R.C.C. work with cement approved coarse sand and2cm Gauge approved stone ballast in the proportion ofM20 in slab , excluding its fixing and binding wireand including necessary centering and shuttering etcand also including S/o all materials required for proper completion of the work. Binding wire to be suppliedby the contractor free of cost.

a Stilt Floor 496.88 Cum 7695.00 3823491.60

b 1st Floor 494.76 Cum 7695.00 3807178.20

c 2ND FLOOR 771.35 Cum 7695.00 5935538.25

d 3RD FLOOR 793.11 Cum 7695.00 6102981.45

e 4RTH FLOOR 477.49 Cum 7695.00 3674285.55

f 5TH FLOOR 477.49 Cum 7695.00 3674285.55

g 6TH FLOOR 477.49 Cum 7695.00 3674285.55

h 7TH FLOOR 477.49 Cum 7695.00 3674285.55

i 8TH FLOOR 477.49 Cum 7695.00 3674285.55

j T 9TH FLOOR 503.99 Cum 7695.00 3878203.05

10

Mild steel or iron in plain work such as inreinforced concreted or reinforced brick work (whennot included in overall rates) wrought to requiredshape as necessary including bending for propercompletion of the work and including supply of steelits wastage. Bend hooks and authorized overlappingshall be measured

a Stilt Floor 7823.48 Qtl 6175.00 48309989.00

b 1st Floor 1708.74 Qtl 6175.00 10551469.50

c 2ND FLOOR 3250.43 Qtl 6175.00 20071405.25

d 3RD FLOOR 3250.43 Qtl 6175.00 20071405.25

e 4RTH FLOOR 1826.41 Qtl 6175.00 11278081.75

f 5TH FLOOR 1826.41 Qtl 6175.00 11278081.75

g 6TH FLOOR 1826.41 Qtl 6175.00 11278081.75

h 7TH FLOOR 1826.41 Qtl 6175.00 11278081.75

i 8TH FLOOR 1826.41 Qtl 6175.00 11278081.75

j T 9TH FLOOR 1826.41 Qtl 6175.00 11278081.75

11

M-150 brick work in 1:6 cement and coarse sandmortar in foundation and plinth including supply of allmaterials, labour and tools and plants etc required forproper completion of work. 1122.30 Cum 3420.00 3838266.00

12

M-150 brick work in 1:6 cement and coarse sand mortar in super structure including necessary cuttingand moulding of bricks required and also includinghoney comb brick work thickness of walls more thanone brick and for extra labour to above items

a Stilt Floor 730.88 Cum 3747.75 2739155.52

b 1st Floor 757.94 Cum 3747.75 2840569.64

c 2ND FLOOR 930.32 Cum 3785.23 3521472.85

d 3RD FLOOR 1076.90 Cum 3823.08 4117074.61

e 4RTH FLOOR 266.48 Cum 3823.08 1018774.30

f 5TH FLOOR 266.48 Cum 3861.31 1028962.04

g 6TH FLOOR 266.48 Cum 3899.92 1039251.66

h 7TH FLOOR 266.48 Cum 3938.92 1049644.18

i 8TH FLOOR 266.48 Cum 3978.31 1060140.62

j T 9TH FLOOR 172.38 Cum 4018.10 692639.26

13Class 150 brick work in but in 1 : 4 cement &coarse sand mortar for wall thickness 12 cm. andbelow, upto two floors

a stilt Floor 109.82 Cum 4365.25 479391.76

b 1st Floor 94.56 Cum 4365.25 412778.04

c 2ND FLOOR 417.77 Cum 4408.90 1841907.20

d 3RD FLOOR 417.77 Cum 4452.99 1860326.27

e 4RTH FLOOR 338.52 Cum 4452.99 1507426.69

f 5TH FLOOR 338.52 Cum 4497.52 1522500.96

g 6TH FLOOR 338.52 Cum 4542.50 1537725.97

h 7TH FLOOR 338.52 Cum 4587.92 1553103.23

i 8TH FLOOR 338.52 Cum 4633.80 1568634.26

j T 9TH FLOOR 338.52 Cum 4680.14 1584320.60

14

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, coreof block board construction with frame of 1st classhard wood and with decorative both side high pressurelaminated sheet of plain / wood grain in gloss / matt /suede finish with high density protective surface layerand reverse side of adhesive bonding qualityconforming to IS : 2046 Type S, including cost ofadhesive of approved quality of 1.0 mm thickincluding 32x5 mm teak wood lipping on edges ofshutters.32mm thick including ISI marked stainless steel butthinges with necessary screws.

a Stilt Floor 582.84 Sqm 2837.37 1653734.19

b 1st Floor 550.72 Sqm 2837.37 1562597.78

c 2ND FLOOR 830.44 sqm 2837.37 2356267.62

d 3RD FLOOR 830.44 sqm 2837.37 2356267.62

e 4RTH FLOOR 279.72 sqm 2837.37 793669.84

f 5TH FLOOR 279.72 sqm 2837.37 793669.84

g 6TH FLOOR 279.72 sqm 2837.37 793669.84

h 7TH FLOOR 279.72 sqm 2837.37 793669.84

i 8TH FLOOR 279.72 sqm 2837.37 793669.84

j T 9TH FLOOR 279.72 sqm 2837.37 793669.84

15

Providing and fixing ISI marked flush door shuttersconforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1stclass hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and faceveneers on both faces of shutters: 30mm thickincluding ISI marked stainless steel butt hinges withnecessary screws.32mm thick including ISI marked stainless steel butthinges with necessary screws.

a Stilt Floor Sqm 1050.00

b 1st Floor Sqm 1050.00

c 2ND FLOOR 61.99 sqm 1050.00 65089.50

d 3RD FLOOR 61.99 sqm 1050.00 65089.50

e 4RTH FLOOR 118.63 sqm 1050.00 124561.50

f 5TH FLOOR 118.63 sqm 1050.00 124561.50

g 6TH FLOOR 118.63 sqm 1050.00 124561.50

h 7TH FLOOR 118.63 sqm 1050.00 124561.50

i 8TH FLOOR 118.63 sqm 1050.00 124561.50

j T 9TH FLOOR 118.63 sqm 1050.00 124561.50

16

Mildsteel of iron workof small sizes and sections suchas holding down bolts, hold fast tie rods, gratingsetc.(when not included in an overall rates) wrought torequired from including supply of steel and its wastageincluding cost of bolts, nuts if required and welding,grinding and making holes as required for propercompletion of work

a stilt Floor 6231.60 Kg 62.70 390721.32

b 1st Floor 5882.14 Kg 62.70 368810.18

c 2ND FLOOR 11488.07 Kg 62.70 720301.99

d 3RD FLOOR 11488.07 Kg 62.70 720301.99

e 4RTH FLOOR 6127.45 Kg 62.70 384191.12

f 5TH FLOOR 6127.45 Kg 62.70 384191.12

g 6TH FLOOR 6127.45 Kg 62.70 384191.12

h 7TH FLOOR 6127.45 Kg 62.70 384191.12

i 8TH FLOOR 6127.45 Kg 62.70 384191.12

j T 9TH FLOOR 6127.45 Kg 62.70 384191.12

17

Mildsteel of iron workof small sizes and sections suchas holding down bolts, hold fast tie rods, gratingsetc.(when not included in an overall rates) wrought torequired from including supply of steel and its wastageincluding cost of bolts, nuts if required and welding,grinding and making holes as required for propercompletion of workZ Section Window Febrication

a stilt Floor 6056.64 Kg 62.70 379751.33

b 1st Floor 6056.64 Kg 62.70 379751.33

c 2ND FLOOR 7385.28 Kg 62.70 463057.06

d 3RD FLOOR 14809.92 Kg 62.70 928581.98

e 4RTH FLOOR 10328.82 Kg 62.70 647617.01

f 5TH FLOOR 10328.82 Kg 62.70 647617.01

g 6TH FLOOR 10328.82 Kg 62.70 647617.01

h 7TH FLOOR 10328.82 Kg 62.70 647617.01

i 8TH FLOOR 10328.82 Kg 62.70 647617.01

j T 9TH FLOOR 10328.82 Kg 62.70 647617.01

18

Mildsteel of iron workof small sizes and sections suchas holding down bolts, hold fast tie rods, gratingsetc.(when not included in an overall rates) wrought torequired from including supply of steel and its wastageincluding cost of bolts, nuts if required and welding,grinding and making holes as required for propercompletion of work Fabrication of Grill/Stairs caserailing

a stilt Floor 3839.06 Kg 62.70 240709.06

b 1st Floor 3839.06 Kg 62.70 240709.06

c 2ND FLOOR 7319.36 Kg 62.70 458923.87

d 3RD FLOOR 7319.36 Kg 62.70 458923.87

e 4RTH FLOOR 4985.96 Kg 62.70 312619.69

f 5TH FLOOR 4985.96 Kg 62.70 312619.69

g 6TH FLOOR 4985.96 Kg 62.70 312619.69

h 7TH FLOOR 4985.96 Kg 62.70 312619.69

i 8TH FLOOR 4985.96 Kg 62.70 312619.69

j T 9TH FLOOR 4985.96 Kg 62.70 312619.69

19

15 mm cement plaster in single coat on rough sideof single or half brick wall for interior plastering uptofloor two level including brick wall for interiorplastering upto floor two level including internalrounded angles chamfers and/or rounded angles notexceeding 80mm in girth and finished evenand smoothno. extra for mixing and additive. 1cement :4 C. sandplinth plaster 522.52 Sqm 169.67 88655.97

20

12 mm cement plaster in single coat on smooth sideof single or half brick wall for interior plastering uptofloor two level including brick wall for interiorplastering upto floor two level including internalrounded angles chamfers and/or rounded angles notexceeding 80mm in girth and finished evenand smoothno. extra for mixing and additive. 1cement :6 C. sand

b 1st Floor 4413.06 Sqm 135.14 596369.90

c 2ND FLOOR 6568.83 Sqm 135.14 887695.26

d 3RD FLOOR 6568.83 Sqm 135.14 887695.26

e 4RTH FLOOR 6842.33 Sqm 135.14 924655.37

f 5TH FLOOR 2481.71 Sqm 135.14 335372.09

g 6TH FLOOR 2481.71 Sqm 135.14 335372.09

h 7TH FLOOR 2481.71 Sqm 135.14 335372.09

i 8TH FLOOR 2481.71 Sqm 135.14 335372.09

j T 9TH FLOOR 2481.71 Sqm 135.14 335372.09

21

15 mm cement plaster in single coat on rough sideof single or half brick wall for interior plastering uptofloor two level including brick wall for interiorplastering upto floor two level including internalrounded angles chamfers and/or rounded angles notexceeding 80mm in girth and finished evenand smoothno. extra for mixing and additive. 1cement :6 C. sand

a stilt Floor 4068.54 Sqm 156.51 636777.37

b 1st Floor 4006.66 Sqm 156.51 627092.37

c 2ND FLOOR 6558.09 Sqm 156.51 1026423.06

d 3RD FLOOR 6558.09 Sqm 156.51 1026423.06

e 4RTH FLOOR 3182.40 Sqm 156.51 498085.38

f 5TH FLOOR 3182.40 Sqm 156.51 498085.38

g 6TH FLOOR 3182.40 Sqm 156.51 498085.38

h 7TH FLOOR 3182.40 Sqm 156.51 498085.38

i 8TH FLOOR 3182.40 Sqm 156.51 498085.38

j T 9TH FLOOR 3182.40 Sqm 156.51 498085.38

22

12 mm cement plaster in single coat on rough side ofsingle or half brick wall for interior plastering uptofloor two level including brick wall for interiorplastering upto floor two level including internalrounded angles chamfers and/or rounded angles notexceeding 80mm in girth and finished evenand smoothno. extra for mixing and additive. (iii) 1cement :6 C.sand Ceiling Plaster(1) 1 Cement : 3 Coarse sand

a stilt Floor 2922.16 Sqm 137.75 402527.54

b 1st Floor 2907.72 Sqm 137.75 400538.43

c 2ND FLOOR 4835.10 Sqm 137.75 666035.03

d 3RD FLOOR 4835.10 Sqm 137.75 666035.03

e 4RTH FLOOR 2260.09 Sqm 137.75 311327.40

f 5TH FLOOR 2260.09 Sqm 137.75 311327.40

g 6TH FLOOR 2260.09 Sqm 137.75 311327.40

h 7TH FLOOR 2260.09 Sqm 137.75 311327.40

i 8TH FLOOR 2260.09 Sqm 137.75 311327.40

j T 9TH FLOOR 2260.09 Sqm 137.75 311327.40

2340 mm Thick 1 : 2 : 4 Plane cement concrete floor with cement, coarse sand, & 20 mm approve stone gritlaid in pannel finished with 3 mm thick neat cement 1st Floor Sqm 209.00

c 2ND FLOOR Sqm 209.00

d 3RD FLOOR 711.49 Sqm 209.00 148701.41

e 4RTH FLOOR 998.61 Sqm 209.00 208709.49

f 5TH FLOOR 998.61 Sqm 209.00 208709.49

g 6TH FLOOR 998.61 Sqm 209.00 208709.49

h 7TH FLOOR 998.61 Sqm 209.00 208709.49

i 8TH FLOOR 998.61 Sqm 209.00 208709.49

j T 9TH FLOOR 998.61 Sqm 209.00 208709.49

24Cement plaster skirting up to 30 cm height, withcement mortar 1:3 (1 cement : 3 coarse sand), finishedwith a floating coat of neat cement 18 mm thick

a stilt Floor 299.20 Sqm 284.24 85044.61

b 1st Floor 299.20 Sqm 284.24 85044.61

c 2ND FLOOR 299.20 Sqm 284.24 85044.61

d 3RD FLOOR 299.20 Sqm 284.24 85044.61

e 4RTH FLOOR 49.71 Sqm 284.24 14129.57

f 5TH FLOOR 49.71 Sqm 284.24 14129.57

g 6TH FLOOR 49.71 Sqm 284.24 14129.57

h 7TH FLOOR 49.71 Sqm 284.24 14129.57

i 8TH FLOOR 49.71 Sqm 284.24 14129.57

j T 9TH FLOOR 49.71 Sqm 284.24 14129.57

25

Providing and Laying Vitrified floor tiles indifferent sizes ( Thickness to be specified by themanufacturer ) of approved make in all colours andshades laid on 20 mm thick cement mortar 1 : 4 ( 1Cement : 4 Coarse Sand ) including grouting thejoints with white Cement and matching pigment etc.complete in flooringSize of Tile 600x600 mm

a Stilt Floor 358.88 Sqm 1150.00 412712.00

b 1st Floor 801.88 Sqm 1150.00 922162.00

b1 2ND FLOOR 1960.48 Sqm 1150.00 2254552.00

c 3RD FLOOR 1960.48 Sqm 1150.00 2254552.00

d 4RTH FLOOR 1158.60 Sqm 1150.00 1332390.00

e 5TH FLOOR 1158.60 Sqm 1150.00 1332390.00

f 6TH FLOOR 1158.60 Sqm 1150.00 1332390.00

g 7TH FLOOR 1158.60 Sqm 1150.00 1332390.00

h 8TH FLOOR 1158.60 Sqm 1150.00 1332390.00

i T 9TH FLOOR 1158.60 Sqm 1150.00 1332390.00

26

Providing and Laying Vitrified floor tiles indifferent sizes ( Thickness to be specified by themanufacturer ) of approved make in all colours andshades laid on 20 mm thick cement mortar 1 : 4 ( 1Cement : 4 Coarse Sand ) including grouting thejoints with white Cement and matching pigment etc.complete for skirtingSize of Tile 600x600 mm

a stilt Floor Sqm 1150.00


b1 2ND FLOOR 234.70 Sqm 1150.00 269905.00

c 3RD FLOOR 234.70 Sqm 1150.00 269905.00

d 4RTH FLOOR 234.70 Sqm 1150.00 269905.00

e 5TH FLOOR 234.70 Sqm 1150.00 269905.00

f 6TH FLOOR 234.70 Sqm 1150.00 269905.00

g 7TH FLOOR 234.70 Sqm 1150.00 269905.00

h 8TH FLOOR 234.70 Sqm 1150.00 269905.00

i T 9TH FLOOR 234.70 Sqm 1150.00 269905.00

27

P/L (white / coloured) Kajaria tiles, Ramano tilesflooring over 20 mm (av) thick base of cement mortar1:4 (1 cement: 4 coarse sand) laid and jointed withwhite cement (with pigment) slurry including rubbingand polishing complete

a Stilt Floor 191.52 Sqm 783.75 150103.80

b 1st Floor 191.52 Sqm 783.75 150103.80

b1 2ND FLOOR 337.34 Sqm 783.75 264390.23

c 3RD FLOOR 337.34 Sqm 783.75 264390.23

d 4RTH FLOOR 172.21 Sqm 783.75 134969.59

e 5TH FLOOR 172.21 Sqm 783.75 134969.59

f 6TH FLOOR 172.21 Sqm 783.75 134969.59

g 7TH FLOOR 172.21 Sqm 783.75 134969.59

h 8TH FLOOR 172.21 Sqm 783.75 134969.59

i T 9TH FLOOR 172.21 Sqm 783.75 134969.59

28

Supplying & fixing 6 mm ( 1/3" thick china whiteglazed tiles in flooring or in skirting or dado laid with1:3 cement & approved coarse sand mortar finishedwith white cement surry jointing & polishing completeincluding slurry jointing & all materials labours, T&Petc. required for proper completion of the work.

a Stilt Floor 344.52 Sqm 741.00 255289.32

b 1st Floor 353.96 Sqm 741.00 262284.36

b1 2ND FLOOR 1054.23 Sqm 741.00 781184.43

c 3RD FLOOR 1054.23 Sqm 741.00 781184.43

d 4RTH FLOOR 803.42 Sqm 741.00 595334.22

e 5TH FLOOR 803.42 Sqm 741.00 595334.22

f 6TH FLOOR 803.42 Sqm 741.00 595334.22

g 7TH FLOOR 803.42 Sqm 741.00 595334.22

h 8TH FLOOR 803.42 Sqm 741.00 595334.22

i T 9TH FLOOR 803.42 Sqm 741.00 595334.22

29

Providing and fixing granite18mm thick gang saw cut,morror polished, premoulded and prepolished,machine cut for kitchen platforms, vanity counters,window sills, facias and similar locations of requiredsize, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 ( 1 cement : 4 coarsesand) joints treated with white cement mixed withmatching pigment, epoxy touch ups, includingrubbing, curing, moulding and polishing to edges togive high gloss finish etc. complete at all levels.

Area of the slab over 0.50 sqm (Raj Nagar Plain with marbel/Udaipur green marble/Zebra)

a stilt Floor 40.66 Sqm 1980.80 80539.33


b1 2ND FLOOR 57.12 Sqm 1980.80 113143.30

c 3RD FLOOR 57.12 Sqm 1980.80 113143.30

d 4RTH FLOOR 71.57 Sqm 1980.80 141765.86

e 5TH FLOOR 84.00 Sqm 1980.80 166387.20

f 6TH FLOOR 71.57 Sqm 1980.80 141765.86

g 7TH FLOOR 71.57 Sqm 1980.80 141765.86

h 8TH FLOOR 71.57 Sqm 1980.80 141765.86

i T 9TH FLOOR 71.57 Sqm 1980.80 141765.86

30

25mm thick kota stone slab flooring over 20mm(average) thick base laid over and jointed with greycement slurry mix with pigment to match the shade ofslab including rubbing and polishing complete withbase of cement mortar.

a stilt Floor 1185.58 Sqm 996.55 1181489.75

b 1st Floor 652.70 Sqm 996.55 650448.19

b1 2ND FLOOR 865.36 Sqm 996.55 862374.51

c 3RD FLOOR 865.36 Sqm 996.55 862374.51

d 4RTH FLOOR 262.66 Sqm 996.55 261753.82

e 5TH FLOOR 262.66 Sqm 996.55 261753.82

f 6TH FLOOR 262.66 Sqm 996.55 261753.82

g 7TH FLOOR 262.66 Sqm 996.55 261753.82

h 8TH FLOOR 265.29 Sqm 996.55 264371.36

i T 9TH FLOOR 262.66 Sqm 996.55 261753.82

31

Kota stone slabs 20 mm thick in risers of steps,skirting, dado and pillars laid on 12 mm ( average )thick cement slurry mixed with pigment to match theshade of the slabs, including rubbing and polishingcomplete.

a 1st Floor Sqm 882.55

b 2ND FLOOR 27.87 Sqm 882.55 24596.67

c 3RD FLOOR 27.87 Sqm 882.55 24596.67

d 4RTH FLOOR 27.87 Sqm 882.55 24596.67

e 5TH FLOOR 27.87 Sqm 882.55 24596.67

f 6TH FLOOR 27.87 Sqm 882.55 24596.67

g 7TH FLOOR 27.87 Sqm 882.55 24596.67

h 8TH FLOOR 27.87 Sqm 882.55 24596.67

i T 9TH FLOOR 27.87 Sqm 882.55 24596.67

32

Painting Ist coat over priming coat ( but excludingcost of priming coat ) on Steel and other metalsurfaces up to 10 cm. width or girth or smallarticles not exceeding 0.10 sqm in area whitesuperior synthetic enamel such as Luxol - 3, Hi -Gloss Apcolite Superlac, Dulex specified brushingto give an even shade and including cleaning thesurface of all dirt, dust and other foreign mattersand papering and stoping I ncluding cost of allmaterials, labour tools and plants etc. required forproper completion of the work.

a Stilt Floor 307.48 Sqm 81.13 24945.85

b 1st Floor 296.56 Sqm 81.13 24059.91

b1 2ND FLOOR 786.31 Sqm 81.13 63793.33

c 3RD FLOOR 786.31 Sqm 81.13 63793.33

d 4RTH FLOOR 578.49 Sqm 81.13 46932.89

e 5TH FLOOR 578.49 Sqm 81.13 46932.89

f 6TH FLOOR 578.49 Sqm 81.13 46932.89

g 7TH FLOOR 578.49 Sqm 81.13 46932.89

h 8TH FLOOR 578.49 Sqm 81.13 46932.89

i T 9TH FLOOR 578.49 Sqm 81.13 46932.89

33

Painting Ist coat over priming coat ( but excludingcost of priming coat ) on Wood and other metalsurfaces up to 10 cm. width or girth or smallarticles not exceeding 0.10 sqm in area whitesuperior synthetic enamel such as Luxol - 3, Hi -Gloss Apcolite Superlac, Dulex specified brushingto give an even shade and including cleaning thesurface of all dirt, dust and other foreign mattersand papering and stoping I ncluding cost of allmaterials, labour tools and plants etc. required forproper completion of the work.

a stilt Floor 239.40 Sqm 81.13 19422.52

b 1st Floor 207.28 Sqm 81.13 16816.63

b1 2ND FLOOR 743.01 Sqm 81.13 60280.40

c 3RD FLOOR 743.01 Sqm 81.13 60280.40

d 4RTH FLOOR 546.58 Sqm 81.13 44344.04

e 5TH FLOOR 546.58 Sqm 81.13 44344.04

f 6TH FLOOR 552.05 Sqm 81.13 44787.48

g 7TH FLOOR 546.58 Sqm 81.13 44344.04

h 8TH FLOOR 546.58 Sqm 81.13 44344.04

i T 9TH FLOOR 546.58 Sqm 81.13 44344.04

34

Finishing walls with water - proofing on Cement paintof approved make such as super Snowcem,Durrocem, Robiacem, Guttucem. Supercem qualityand of required shade on undecorated wall surfaces (two coat ) over one and including one coat whiteCement primer to give an even shade afterthoroughly brushing the surface to powderedmaterials including curing and cost of all materials.

a Stilt Floor 4935.58 67.00 63.65 314149.67

b 1st Floor 4360.62 Sqm 63.65 277553.46

b1 2ND FLOOR 5520.50 Sqm 63.65 351379.83

c 3RD FLOOR 5520.50 Sqm 63.65 351379.83

d 4RTH FLOOR 1433.38 Sqm 63.65 91234.64

e 5TH FLOOR 1433.38 Sqm 63.65 91234.64

f 6TH FLOOR 1433.38 Sqm 63.65 91234.64

g 7TH FLOOR 1433.38 Sqm 63.65 91234.64

h 8TH FLOOR 1433.38 Sqm 63.65 91234.64

i T 9TH FLOOR 1433.38 Sqm 63.65 91234.64

35

Distempering (two coat) with oil bound distemper of approved brand and manufacture and of requiredshade on undecorated wall surface to give an evenshade over and including a priming coat with cementprimer of approved brand and manufacture such asBerger, J&N Shalimar, Asian Paints after thoroughlybrushing the sufface free from mortar dropping andother forein matter and also including prepairing thesurface even with Plaster of Paris or approvedsynthetic material and sand papered smooth includingcost of all material

a Stilt Floor 6990.70 Sqm 55.01 384523.45

b 1st Floor 10560.40 Sqm 55.01 580874.80

b1 2ND FLOOR 12441.52 Sqm 55.01 684345.81

c 3RD FLOOR 12441.52 Sqm 55.01 684345.81

d 4RTH FLOOR 6490.82 Sqm 55.01 357027.55

e 5TH FLOOR 6490.82 Sqm 55.01 357027.55

f 6TH FLOOR 6490.82 Sqm 55.01 357027.55

g 7TH FLOOR 6490.82 Sqm 55.01 357027.55

h 8TH FLOOR 6490.82 Sqm 55.01 357027.55

i T 9TH FLOOR 6490.82 Sqm 55.01 357027.55

36Providing and fixing glass panes with putty andglazing clips in steel doors, windows, clerestorywindows, all complete with. 4.00 mm thick glasspanes.

a stilt Floor 189.28 Sqm 624.86 118273.97

b 1st Floor 189.28 Sqm 624.86 118273.97

b1 2ND FLOOR 326.05 Sqm 624.86 203736.42

c 3RD FLOOR 326.05 Sqm 624.86 203736.42

d 4RTH FLOOR 209.31 Sqm 624.86 130789.97

e 5TH FLOOR 261.09 Sqm 624.86 163145.35

f 6TH FLOOR 209.31 Sqm 624.86 130789.97

g 7TH FLOOR 209.31 Sqm 624.86 130789.97

h 8TH FLOOR 209.31 Sqm 624.86 130789.97

i T 9TH FLOOR 209.31 Sqm 624.86 130789.97

37

Finishing walls with water - proofing on Cement paintof approved make such as super Snowcem,Durrocem, Robiacem, Guttucem. Supercem qualityand of required shade on undecorated wall surfaces (two coat ) over one and including one coat whiteCement primer to give an even shade afterthoroughly brushing the surface to powderedmaterials including curing and cost of all materials.

a Stilt Floor Sqm 63.65


b1 2ND FLOOR 47.52 Sqm 63.65 3024.65

c 3RD FLOOR 47.52 Sqm 63.65 3024.65

d 4RTH FLOOR 47.52 Sqm 63.65 3024.65

e 5TH FLOOR 47.52 Sqm 63.65 3024.65

f 6TH FLOOR 47.52 Sqm 63.65 3024.65

g 7TH FLOOR 47.52 Sqm 63.65 3024.65

h 8TH FLOOR 47.52 Sqm 63.65 3024.65

i T 9TH FLOOR 47.52 Sqm 63.65 3024.65

38

Providing and fixing to existing door frames. 24mmthick factory made PVC door shutters made of stylesand rails of a u PVC hollow section of size 59x24 mmand wall thickness 2mm(+0.2mm) with mitred andjoint at the corners by means of M.S. mitred and jointat the corners by means of M.S. galvanised/plasticbrackets of size 75x220 mm having wall thickness1.0mm and stainless steel screws. the styles of theshutter reinforced by inserting galvanised M.S. tube ofsize 20x20 mm and 1mm(+0.2mm) wall thickness. thelock rail made up of 'H' section, a u PVC hollowsection of size 100x24 mm and 2mm (+0.2mm) wallthickness fixed to the shutter styles by means ofplastic / galvanised M.S. 'U' cleats. the shutter framefilled with a u PVC multi- chambered single panel ofsize not less than 620 mm, having over all thickness of20mm and 1 m (0.1mm) wall thickness. the panelsfilled vertically and tie bar at two places by insertinghorizontally 6mm galvanised M.S. rod and fastenedwith nuts and washers, complete as per manufacturer'sspecfication specification and direction of Engineer- in-charge.(For W.C. and bathroom door shutter.).

a 1st Floor Kg 2347.55

b 2ND FLOOR 12.60 Kg 2347.55 29579.07

c 3RD FLOOR 12.60 Kg 2347.55 29579.07

d 4RTH FLOOR 12.60 Kg 2347.55 29579.07

e 5TH FLOOR 12.60 Kg 2347.55 29579.07

f 6TH FLOOR 12.60 Kg 2347.55 29579.07

g 7TH FLOOR 12.60 Kg 2347.55 29579.07

h 8TH FLOOR 12.60 Kg 2347.55 29579.07

i T 9TH FLOOR 12.60 Kg 2347.55 29579.07

39

Providing and fixing aluminium sliding door bolts ISImarked anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed torequired colour or shade with nuts and screws etc.complete 250x16 mm 2098.00 No 204.54 429114.43

40

Providing and fixing aluminium tower bolts, ISImarked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed torequired colour or shade, with necessary screws etc.complete 250x10 mm

3812.00 No 102.70 391473.34

41

Providing and fixing aluminium handles ISI markedanodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colouror shade with necessary screws etc. complete 125 mm 4196.00 No 63.60 266876.09

42

S/F MOSQUITO PROOF JALI having 5 mesh eachcm. Made of 24B. WG wire heavy quality andincluding cost of 25x5 mm. falt iron around the jaliwelding etc. complete

b 1st Floor 189.28 Sqm 760.00 143852.80

b1 2ND FLOOR 500.08 Sqm 760.00 380060.80

c 3RD FLOOR 500.08 Sqm 760.00 380060.80

d 4RTH FLOOR 578.86 Sqm 760.00 439933.60

e 5TH FLOOR 389.58 Sqm 760.00 296080.80

f 6TH FLOOR 389.58 Sqm 760.00 296080.80

g 7TH FLOOR 389.58 Sqm 760.00 296080.80

h 8TH FLOOR 389.58 Sqm 760.00 296080.80

i T 9TH FLOOR 389.58 Sqm 760.00 296080.80

43

Supply and stacking of fly ash conforming to IRC -58at site, including carriage, loading, unloading andstacking up to any lead (measured stacks will bereduced by 20% for payement.) Filling with availabefly ash and earth (excluding rock) in trenches orembankment in layers (each layer should not exceed15 cm) with intermediate layer of compacted earth(soil density of 98%) after every four layers ofcompacted depth of fly ash, sides and top layer offilling shall be done with earth having total minimuncompacted thickness 30 cm or as decided by Engineer -

in charge including compacting each layer byrolling/ramming and watering all complete as perdrawing and direction of engineer in charge.

b 1st Floor 15.83 Cum 1250.00 19787.50

b1 2ND FLOOR 60.44 Cum 1250.00 75550.00

c 3RD FLOOR 60.44 Cum 1250.00 75550.00

d 4RTH FLOOR 76.27 Cum 1250.00 95337.50

e 5TH FLOOR 76.27 Cum 1250.00 95337.50

f 6TH FLOOR 76.27 Cum 1250.00 95337.50

g 7TH FLOOR 76.27 Cum 1250.00 95337.50

h 8TH FLOOR 76.27 Cum 1250.00 95337.50

i T 9TH FLOOR 76.27 Cum 1250.00 95337.50

44

20 mm cement plaster in two coats, backing coat 17mm. and finishing coat 3 mm thick (of neat cement orcement and marble dust in ration 5:1) on rough side ofsingle or half brick wall for interior plastering up tofloor two level including arises, internal roundedangles chmfers and or rounded angles not exceeding80 mm in girth and finished even and smooth.

1 cement : 3 coarse sanda Stilt Floor 53.38 Sqm 242.25 12931.31

b 1st Floor 53.38 Sqm 242.25 12931.31

b1 2ND FLOOR 192.03 Sqm 242.25 46519.27

c 3RD FLOOR 192.03 Sqm 242.25 46519.27

d 4RTH FLOOR 165.34 Sqm 242.25 40053.62

e 5TH FLOOR 165.34 Sqm 242.25 40053.62

f 6TH FLOOR 165.34 Sqm 242.25 40053.62

g 7TH FLOOR 165.34 Sqm 242.25 40053.62

h 8TH FLOOR 165.34 Sqm 242.25 40053.62

i T 9TH FLOOR 165.34 Sqm 242.25 40053.62

45

Providing and laying "brick coba" 12 mm thick laidwith M-150 class brick bat coba 7.50 cm thick withgap of 15 mm to each other, over 20 mm thick base ofcement mortar 1:4 cement and coarse sand mixed withwater proofing compound spreading cement slurrymixed with aerelic cement concrete water proofingcompound filled gaps of coba & top of coba mortarmixed with water proofing compound in 1:4 cementand coarse sand mortar finfished smooth & topmashed false square 30 x 30 cm and side wall parapetshall be monotythic plaster wall upto 30 cm higherand junction and corner shall be rounded by brickballast cement and coarse sand masonary coba withtop finished plaster mixed with acetic water proofingcompound @ 2% by weight & including S/o allmaterial, labour, T&P etc complete for propercompletion of work. 5423.57 SQM 665.00 3606674.05

46

P / F unplasticified - 110 mm dia P. V. C pipeclips of approved design to unplasticised - P. V. C. rain water pipes by means of 50 x 50 x 50mmhard wood plugs, screwed with M. S. screws ofrequired length including cuitting brick work andfixing in cement mortor 1 : 4 (1cement : 4 coarsesand. )

774.80 Mtr 165.06 127890.43

47 Providing and fixing stainless steel (Grade 304) railingmade of hallow tubes, chanells, plates etc. includingwelding grinding buffing, polising and makingcorvechare (wherever required) and fitting the samewith necessary stainless steel nuts and bolts complete,i/c fixing railing with necessary accessories andstainless steel dash fasteners, stainless steel bolts etc.of required size on the top of the floor or the side ofwaist slab with suitable arrangement as per approvalof Engineer in charge.(for payment purpose onlyweight of stainless steel members shall be consideredexcluding fixing assessories such as nuts, bolts,fasteners etc.Stilt Floor KG 580.55

First Floor KG 580.55

b1 2ND FLOOR 2399.04 KG 580.55 1392750.68

c 3RD FLOOR 2399.04 KG 580.55 1392750.68

d 4RTH FLOOR 2399.04 KG 580.55 1392750.68

e 5TH FLOOR 2399.04 KG 580.55 1392750.68

f 6TH FLOOR 2399.04 KG 580.55 1392750.68

g 7TH FLOOR 2399.04 KG 580.55 1392750.68

h 8TH FLOOR 2399.04 KG 580.55 1392750.68

i T 9TH FLOOR 2399.04 KG 580.55 1392750.68

48 40 mm thick C.C. flooring with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone ballast ) :Stilt Floor 1374.96 Sqm. 300.96 413807.96

First Floor 1374.96 Sqm. 300.96 413807.96

2ND FLOOR 1374.96 Sqm. 300.96 413807.96

3RD FLOOR 1374.96 Sqm. 300.96 413807.96

49 Providing and fixing aluminium work for doors,windows, ventilators and partitions with extruded builtup standard tubular sections/appropriate Z sectionsand other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fasteners ofrequired dia and size, including necessary filling upthe gaps at junctions, i.e. at top, bottom and sideswith required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically whereverrequired including cleat angle, Aluminium snapbeading for glazing / paneling, C.P. brass / stainlesssteel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid forseparately) :Polyester powder coated aluminium(minimum thickness of polyester powder coating 50micron)

X Polyester powder coated aluminium (minimumthickness of polyester powder coating 50 micron)

a Ground Floor 459.00 KG 361.29 165829.82

b 1st Floor 459.00 KG 361.29 165829.82

Y For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and makingprovision for fixing of fittings wherever requiredincluding the cost of EPDM rubber / neoprene gasketrequired (Fittings shall be paid for separately) Powdercoated aluminium (minimum thickness of powdercoating 50 micron)

a Ground Floor 306.00 KG 413.30 126469.04

b 1st Floor 306.00 KG 413.30 126469.04

50 Providing and fixing glazing in aluminium door,window, ventilator etc. complete as per thearchitectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall bepaid in basic item): 21.3.1 With float glass panes of4.0 mm thickness shutters and partitions etc. withEPDM rubber / neoprene gasket


b 1st Floor 30.60 Sqm 958.55 29331.63

51

Fabrication and supply and fixing of mild steel as perdesign including the stair case railings etc. with squareand round bars, M.S. angle iron. T-iron , M.S. Flatsas directed by the Engineer in charge supply of holesand its wastage, cutting and drilling holes adn weldingwhere necessary including each joints to be perfactlywelded and jointed including supply of all materials,Nuts bolts labour tool and plants etc. and alsoincluding special machinery such as drilling of welding grinding plants etc. as required for the propercompletation of the work and supplying a coat of redlead supplying a coat of red lead paint over the entirearea.

Kg 62.70

b G. Floor 6375.00 Kg 62.70 399712.50

c F. FLOOR 6375.00 Kg 62.70 399712.50

d 2ND FLOOR 6471.96 Kg 62.70 405791.89

e 3RD FLOOR 6471.96 Kg 62.70 405791.89

d 4RTH FLOOR 2221.96 KG 62.70 139316.89

e 5TH FLOOR 2221.96 KG 62.70 139316.89

f 6TH FLOOR 2221.96 KG 62.70 139316.89

g 7TH FLOOR 2221.96 KG 62.70 139316.89

h 8TH FLOOR 2221.96 KG 62.70 139316.89

i T 9TH FLOOR 2221.96 KG 62.70 139316.89

52 Providing wood work in frames of doors, windows,clerestory windows and other frames, wrought framedand fixed in position with hold fast lugs or with dashfasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately). WardropeFrame of sal wood

a 1st Floor cum 69664.83

b 2ND FLOOR 0.96 cum 69664.83 66878.24

c 3RD FLOOR 0.96 cum 69664.83 66878.24

d 4RTH FLOOR 0.96 cum 69664.83 66878.24

e 5TH FLOOR 0.96 cum 69664.83 66878.24

f 6TH FLOOR 0.96 cum 69664.83 66878.24

g 7TH FLOOR 0.96 cum 69664.83 66878.24

h 8TH FLOOR 0.96 cum 69664.83 66878.24

i T 9TH FLOOR 0.96 cum 69664.83 66878.24

53 Providing and fixing 18 mm thick, 150 mm widepalmet of coir veneer board ISI marked IS : 14842including top cover of 6 mm coir veneer board, nickleplated M.S. pipe 20 mm dia (heavy type) curtain rodwith nickle plated brackets, including fixing with 25x3mm M.S. flat 10 cm long fixed to pelmet with hollockwood cleats of size 100 mm x 40 mm x 40 mm onboth inner side of pelmet and rawl plugs 75 mm longetc. all complete.

A 1st Floor Rm 332.50

B 2ND FLOOR 40.00 Rm 332.50 13300.00

c 3RD FLOOR 40.00 Rm 332.50 13300.00

d 4RTH FLOOR 40.00 Rm 332.50 13300.00

e 5TH FLOOR 40.00 Rm 332.50 13300.00

f 6TH FLOOR 40.00 Rm 332.50 13300.00

g 7TH FLOOR 40.00 Rm 332.50 13300.00

h 8TH FLOOR 40.00 Rm 332.50 13300.00

i T 9TH FLOOR 40.00 Rm 332.50 13300.00

54 Making grooves 10 to 12 mm wide x 8 mm deep inplaster the all or in ceiling vertically of horizontally asrequired.

A 1st Floor Rm 18.05

B 2ND FLOOR 1433.59 Rm 18.05 25876.30

c 3RD FLOOR 1433.59 Rm 18.05 25876.30

d 4RTH FLOOR 1433.59 Rm 18.05 25876.30

e 5TH FLOOR 1433.59 Rm 18.05 25876.30

f 6TH FLOOR 1433.59 Rm 18.05 25876.30

g 7TH FLOOR 1433.59 Rm 18.05 25876.30

h 8TH FLOOR 1433.59 Rm 18.05 25876.30

i T 9TH FLOOR 1433.59 Rm 18.05 25876.30

55 Fixing of steel or wooden chaukhats in position.1ST FLOOR

i Door NOS 76.00ii Window NOS 47.50iii Ventilator NOS 38.00

2ND FLOORi Door 32.00 NOS 76.00 2432.00ii Window 16.00 NOS 47.50 760.00iii Ventilator 16.00 NOS 38.00 608.00

3RD FLOORi Door 32.00 NOS 76.00 2432.00ii Window 16.00 NOS 47.50 760.00iii Ventilator 16.00 NOS 38.00 608.00

4RTH FLOORi Door 32.00 NOS 76.00 2432.00ii Window 16.00 NOS 47.50 760.00iii Ventilator 16.00 NOS 38.00 608.00

5TH FLOORi Door 32.00 NOS 76.00 2432.00ii Window 16.00 NOS 47.50 760.00iii Ventilator 16.00 NOS 38.00 608.00



8RTH FLOORi Door 32.00 NOS 76.00 2432.00ii Window 16.00 NOS 47.50 760.00iii Ventilator 16.00 NOS 38.00 608.00


56 Providing & fixing of water closet squatting pan(indian type w.c.pan) with 100mm sand cast iron P orS trap, 10 liter low level white p.v.c. flushing cisternwith manually controlled device (handlelever)conforming to IS:7231,with all fittings andfixtures comlete including cutting and making good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C.pan of size580x440mm with integral type foot rests. markedwhite solid plastic seat and lid. 334.00 Each 3101.99 1036063.83

57 Providing and fixing white vitreous china pedestaltype water closet (European type) with seat and lid, 10litre low level white vitreous china flushing cistern &C.P. flush bend with fittings & C.I.brackets, 40mmflush bend, overflow arrangement with specials ofstandard make and mosquito proof coupling ofapproved municipal design complete includingpainting of fittings and brackets, cutting and makinggood the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and 112.00 Each 4404.44 493297.00

58 Providing and fixing white vitreous china extendedwall mounting water closet of size 780x370x690 mmof approved shape including providing & fixing whitevitreous china cistern with dual flush fitting, offlushing capacity 3 litre/6 litre (adjustable to 4 litre/8litres), including seat cover, and cistern fittings, nuts,bolts and gasket etc complete

112.00 Each 9466.99 1060302.60

59 Providing and fixing Salem Stainless Steel A ISI 304(18/8) kitchen sink as per IS: 13983 with CI bracketsand stainless steel waste with plug 40mm includingpainting of fittings and brackets, cutting and makinggood the walls wherever required.

Kitchen sink with drain board 510X1040mm bowl depth 200mm. 156.00 Each 5594.93 872809.08

60 Providing & fixing PVC waste pipe for sink oncludingPVC waste fitting Complete Flexible Pipe32mm Dia 498.00 Each 68.92 34323.41

61 Providing and fixing mirror of superior glass (ofapproved quality) and of required shape and size withplastic moulded frame of approved make and shadewith 6 mm thick hard board backing :

Circular shape 450mm dia. 224.00 Each 813.82 182295.12Rectangular shape 453x357mm 318.00 Each 665.29 211560.63

62 Providing and fixing PTMT Bottle Trap for Washbasin and sink.Bottle trap 38mm single piece moulded with height of270mm, effective length of tail pipe 260mm from thecentre of the waste coupling 77mm breadth with25mm minimum water seal, weighing not less than263gms.

498.00 Each 418.71 208518.83

63 Providing and fixing PTMT liquid soap container 109mm wide, 125 mm high and 112 mm distance fromwall of standard shape with bracket of the samematerials with snap fittings of approved quality andcolour weighing not less than 105 gms. 498.00 Each 172.66 85985.93

64 Providing & fixing c.p. towel rod 450 mm long dewith minimum distance of 37 mm from wall face withconcealed fittings arrangement of approved qualityand colour weighing not less than 300 gms 498.00 Each 166.06 82697.88

65 Providing and fixing C.P. brass bib cock ofapproved quality conforming to IS: 893115 mm nominal bore 1514.00 Each 435.48 659316.72

66 Providing and fixing C.P. brass angle valve forbasin mixer and geyser points of approved qualityconforming to IS 8931 a) 15 mm nominal bore.

15 mm nominal bore 1442.00 Each 481.37 694128.33

67 Providing and fixing wash basin with C.I. brackets, 15mm C.P. brasspillar taps, 32 mm C.P. brass waste ofstandard pattern, including painting of fittings andbrackets, cutting and making good the walls whereverrequire White Vitreous China Flat back wash basinsize 550x 400 mm with single 15 mm C.P. brass pillartap 498.00 Each 1614.95 804246.35

68 Providing and fixing soil, waste, vent and rain water100mm dia cast (spun) iron S&S pipe 5280.00 Rm 904.88 4777740.00

69 Providing and fixing MS holder bat clamps ofapproved design to cast iron (spun) pipe embedded inand Including cement concrete blocks 10 x10 x10cmof 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) including cost ofcutting holes and making good the walls etc.

For 100mm dia. Pipe 1198.00 Each 133.62 160073.77

70 Providing and fixing bend of required degree withaccess door, insertion rubber washer 3mm thick, boltsand nuts complete.

100x100x100mmCentrifugally cast (spun) iron pipe S&S 692.00 Each 323.29 223713.22

71 Providing and fixing bend of required degree .

100mmCentrifugally cast (spun) iron pipe S&S 692.00 Each 411.54 284785.68

72 Providing and fixing heel rest sanitary bend, in100mm Centrifugally cast (spun) iron pipe S&S 692.00 Each 351.98 243566.70

73 Providing and fixing single equal plain junction ofreqd. degree with access door, insertion rubber washer3mm thick, bolts and nuts complete.

100x100x100mmStanderd cast (spun) iron pipe IS-3989 1288.00 Each 591.42 761752.18

74 Providing and fixing terminal guard 100mm standardcast (spun) iron S&S 100 mmStandard cast (spun) iron S&S 508.00 Each 411.54 209062.32

75 Providing and fixing collar.100mmCentrifugally cast (spun) iron pipe S&S 1108.00 Each 301.20 333726.83

76 Providing lead caulked joints to centrifugally cast(spun iron pipes and fittings of diametre.100mm dia. 10608.00 Each 220.69 2341026.48

77 Providing and fixing cast iron trap of self cleansingdesign with cast iron screwed down or hinged gratingwith or without vent arm complete, including cost ofcutting and making good the walls and floors.

100 mm inlet and 100 mm outlet centrifugally cast(spun) iron S&S. 910.00 Each 891.15 810944.23

78 Painting sand cast iron / centrifugally cast iron( spun)iron soil, waste and vent pipes and fittings with paintof any colour such as chocolate, grey or buff etc. overa coat of primer (of approval quality) for new work

100mm dia cast (spun) iron S&S pipe 2640.00 Rm 32.16 84895.80

79 Providing and fixing G.I. Pipes complete with G.I.Fittings and clamps. including cutting and makinggood the walls etc. required for waste connectionfrom W.B. , A.S.P., Sump Rising main etc. Complete.

40 mm nominal bore 1376.00 Rm 392.59 540200.4050 mm nominal bore 1356.00 Rm 486.50 659687.22

80 Providing and fixing ball valve (brass) of approvedquality complete 15 mm nominal bore. 72.00 Each 272.22 19600.02

81 Providing and laying gun metal non-return valve ofapproved quality (screwed ends)50 nominal boreHorizontal 4.00 Each 937.75 3750.98

82 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved qaulity: 40 mm nominal bore 1376.00 Rm 10.12 13921.6850 mm nominal bore 1356.00 Rm 12.02 16295.73

83 Providing and fixing PTMT grating of approvedquality, colour and make 125mm nominal dia., 15mmhigh domed shape conforming to IS standards andweighing not less than 40gm. 910.00 Each 54.15 49276.50

84 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) alround 100mm dia. SW / CI /waste pipes including bed concrete as per standarddesign

1500.00 Rm 516.37 774558.75

85 Providing and fixing G.I. pipes complete with G.I.fittings and clamps, i/c cutting and making good thewalls etc.Internal work -Exposed on Wall20 mm nominal outer dia pipes 4144.00 Rm 210.43 872021.92

86 Providing and fixing G.I. Pipes complete with G.I.fittings and clamps, i/c making good the walls etc.concealed pipe, including painting with anti corrosivebitumastic paint, cutting chases and making good thewall :15 mm nominal outer dia pipes 2160.00 Rm 250.52 541112.4020 mm nominal outer dia pipes 1520.00 Rm 283.15 430384.20

87 Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and making goodthe walls etc. (internal work) exposed on wall.

Exposed on wall25 mm dia, nominal bore 4600.00 Rm 268.19 1233651.00

88 Making connection of GI distribution branch with GImain of 50-80mm nominal bore by providing andfixing tee, including cutting and threading the pipe etc.complete.

2.00 Item 685.85 1371.71

89 Painting GI pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality25 mm dia, nominal bore 4600.00 Rm 7.51 34523.00

90 Providing and filling sand of garding zone V orcoraser grade all round the pipes in external work20 mm NB 46.00 Rm 59.28 2726.8825 mm NB 10.00 Rm 61.28 612.7550 mm NB 132.00 Rm 65.60 8658.8765 mm NB 550.00 Rm 103.50 56926.3880 mm NB 70.00 Rm 106.69 7467.95

91 Providing and fixing G.I. union in G.I. pipe includingcutting and threading the pipe and making long screwsetc. complete (new work)

20mm nominal bore 52.00 Each 169.91 8835.1925mm nominal bore 10.00 Each 180.93 1809.2840mm nominal bore 20.00 Each 219.59 4391.8550mm nominal bore 40.00 Each 291.27 11650.80

92 Provide and fixing PTMT ball cock of approvedquality, colour and make complete with epoxy coatedaluminium rod with L.P/H.P.H.D. plastic ball50 mm dia NB, 242mm long. Weighing not less than1240 gms. 10.00 Set 1329.43 13294.30

93 Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 40 mm nominal bore 2.00 Each 554.99 1109.9850 mm nominal bore 2.00 Each 711.93 1423.86

94 Providing & Placing on terrace Rcc water storage tank ######## LTR 14.25 2565000.00

95 Excavating trenches of required width for pipe, cablesetc including excavation for sockets ,& dressing ofsides ,ramming of bottoms ,depth upto 1.5m includinggetting out the excavated soil,& then returning the soil as required, in layers not exceeding 20 cm in depthincluding consolidating each deposited layer byramming ,watering, etc and disposing of surplusexcavated soil as directed, within lead of 50m.

All kinds of soilPipes, cables etc exceeding 80 mm dia but notexceeding 300 mm dia 1500.00 RM 183.11 274668.75

96 Constructing masonry Chamber 120x120x100 cminside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box100 mm. top diameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) , i/c necessaryexcavation, foundation concrete 1:5:10 (1 cement : 5fine sand:10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12 mm thick finished with afloating coat of neat cement complete as per standarddesign :With common burnt clay F.P.S.(non modular) bricksof class designation 7.5. 40.00 Each 14540.13 581605.20

97 Providing and fixing square mouth SW gully trapgrade ‘A’ complete CI grating brick masonry chamberwith bricks of class designation 75 and water tight CIcover with frame of 300 x 300 mm size (inside) theweight of cover to be not less than 13.00 kg and frameto be not less than 5 kg. as per standard design.(COVER MIN. 4.5 KG & FRAME MIN.2.7 KG )

150x100mm size P type With FPS bricks 100.00 Each 1469.60 146960.25

98 Providing and laying non-pressure NP2 class (lightduty) RCC pipes with collars jointed with stiff mixtureof cement mortar in the proportion of 1:2 (1 cement : 2fine sand) including testing of joints etc. complete.

150 mm dia RCC pipe 600.00 Rm 323.33 193999.50250 mm dia RCC pipe 900.00 Rm 433.11 389794.50

99 Constructing brick masonary circular manhole 1.22minternal dia at bottom and 0.56m dia at top in cementmortar 1:4 (1 cement : 4 coarse sand) inside cementplaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neatcement, foundation concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 40mm nominal size)and making necessary channel in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) finished with a floatingcoat of neat cement all complete as per standarddesign.

1.68m deep with SFRC cover and frame (heavy dutyHD-20 grade designation) 560mm internal diameterconforming to I.S. 12592, total weight of cover andframe to be not less than 182 kg. fixed in cementconcrete 1:2:$ (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) includingcentering shuttering all complete. Excavation, footrests and 12mm thick cement plaster at the externalsurface shall be paid for seperately).

With F.P.S. bricks class designation 75 100.00 Each 14748.18 1474818.00

100 Extra for depth for circular manholes 1.22m internaldia (at bottom) with beyond 1.68m to 2.29m.With F.P.S. bricks class designation 75 40.00 M 5782.75 231309.80

TOTAL 465047648.48SAY Rs. 4650.48 Lacs.

S. N. ITEM OF WORK QTY UNIT RATE AMOUNT IN LAC

A CIVIL WORK

1 DRAIN SIZE 300 X 300 MM 4000.00 MTR 965.00 38.60




TOTAL 262.11

BILL OF QUANTITIES OF PROPOSED CONSTRUCTION OFSIDDHARTH UNIVERSITY

DRAINAT SIDDHARTH NAGAR

Documents

BILL OF QUANTITIES OF PROPOSED CONSTRUCTION · PDF fileNON RESIDENTIAL BUILDINGS S. N. DESCRIPTION OF ITEM TOTAL QTY UNIT 5% LESS RATES AMOUNT 1 EXCAVATION in foundation in ordinary