DETAILED ESTIMATE Name of Work : Construction of … · (As per PWD SoR item No. ... reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry

S.N0.DESCRIPTION UINIT TOTAL QUANTITY RATE IN RS. AMOUNT

1 E A R T H W O R K

1.1

Cleaning jungle including uprooting of rank vegetationsgrass, bush, wood trees and sapling of girth up to 30 cm.measured at height of 1 meter above ground level andremoval of rubish up to distance of 50 meters out side thepheriphery of area cleanes. (As per PWD SoR item No.259) Sqm. 1,064.32 3.50 3,725.11

1.2

Earth work in Excavation in trenches for foundationspipes, cable etc. in ordinarry soil (Loam clay or sand)including lift upto 1.50 m, lead up to 50 m and dressing ofsides, and ramming of bottom, and disposal of surplusexcavated earth as directed by the Engineer I/c within alead of 50.0 mt.(As per PWD SoR item No. 251)

Cum. 854.27 85.00 72,612.90

1.3

Supplying and filling in plinth with local sand under floors,including watering, ramming, consolidating and dressingcomplete.(As per DSR Item No. 2.27)

Cum. 370.25 801.60 296,789.83

1.4

Providing & injecting chemical for pre constructionalantitermite treatment & creating a chemical barrier under & around the column pits wall trenches basementexcavation top surface if plinth filling junction of wall &floor , along external per mrt of building expension jointsarrounding of pipe & counduit etc:(plinth area of thebuilding at ground only shall be measured as per I.S.6313PART -II 1981). Aldrine emulsifiable concentrate or anyother approved material such as Hepthachlor of chlordantwill be used. the rate of application of chemical emulsinshall be as follows :-

-

(a)Treatment of massonary and foundation 5 liters per Sqm.

-

(b)Back fill in immediate contact with foundation 7.5 liters perSqm.

-

(c)Treatment of top surface of plinth filling 5 liters per Sqm.

-

(d)Treatment of soil along external perimeter of Building 7.50liters per Sqm.

-

(e)Treatment of soil Under apron along external perimeter 5liters per Sqm.

-

Sqm. 747.29 240.00 179,349.60 2 P:C:C WORK -

2.1

providing and laying cement concrete 1;4;8 (1 cement : 4fine sand : 8 graded stone aggregate 40 mm nominal size)including supply of all materials, labour and T&P etc.required for proper completion of the work and curingcomplete, also including cost of frame work in foundationand floor. (As per PWD SoR Item No. 281)

Cum. 692.71 5100.00 3,532,802.39

DETAILED ESTIMATE

Name of Work : Construction of Academic Block of centre for excellence at K.G.M.U.,Lucknow

1

2.2

Making plinth protection 50mm thick of cement concrete1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate20mm nominal size) over 75mm bed by dry brick ballast40mm nominal size well rammed and consolidated andgrouted with fine sand including finishing the top smooth.(As per dsr Item No. 4.17)

Sqm. 182.03 378.95 68,978.37

2

Pile Work -

2.3

Boring, Providing and installing cast in situ single underreamed piles of specified diameter and length below pilecap in M-25 cement concrete, to carry a safe working loadnot less than specified, excluding the cost of steelreinforcement but including the cost of boring withbentonite solution and the length of the pile to beembedded in pile cap etc. all complete. (Length of pile forpayment shall be measured upto to the bottom of pile cap):(As per dsr Item No. 20.3) - 400 mm dia piles (AS per DSR Item No. 20.3.2) Rmt. 2336.00 2,471.20 5,772,723.20

2.4

Vertical load testing of piles in accordance with IS 2911(Part IV) including installation of loading platform andpreparation of pile head or construction of test cap anddismantling of test cap after test etc. complete as perspecification & the direction of Engineer in-charge.(AS perDSR Item No. 20.6) -

2.4.1 Single pile upto 50 tonne capacity. (AS per DSR Item No.20.6.1) - Initial test (AS per DSR Item No. 20.6.1.1)

Per test 2.00 38,561.80 77,123.60 Routine test (AS per DSR Item No. 20.6.1.2)

Per test 1.00 17,422.50 17,422.50

2.4.2 Group of two or more piles upto 50 tonne capacity(AS perDSR Item No. 20.6.3) - Initial test (AS per DSR Item No. 20.6.3.1)

Per test 4.00 56,332.80 225,331.20 Routine test (AS per DSR Item No. 20.6.3.2)

Per test 2.00 34,264.20 68,528.40 3 REINFORCED CEMENT CONCRETE WORK -

3.1

R.C.C. work 1:1:2 (cement : c/sand : graded stone aggt. of20mm size.) in super structure . excluding supply ofreinforcement and its bending, but including binding thesame with 24 B W G G.I binding wire, but incl. cost ofcentering shuttering etc.and also including supply of allmaterials, labour, T & P etc. required for propercompletion of the work - strength of Concrete mix. M -25.(As per PWD SoR New item No.+ diff)

- Pile Cap Cum. 523.47 8074.30 4,226,632.70 Plinth Beam Cum. 55.34 8074.30 446,792.60

3.2

Providing and laying in position machine batched andmachine mixed design mix M-25 grade cement concretefor reinforced cement concrete work, using cementcontent as per approved design mix, including pumping ofconcrete to site of laying but excluding the cost ofcentering, shuttering, finishing and reinforcement,including admixtures in recommended proportions as perIS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as perdirection of Engineer-in-charge.(As per DSR item No.5.33)

- All works above plinth level upto floor V level(As per DSRitem No.5.33.2)

- Ground Floor Cum. - Lintel Cum. 3.70 8874.30 32,802.91 Column Cum. 31.33 9747.30 305,355.62

3

Beam Cum. 50.92 9374.30 477,303.26 Slab Cum. 116.53 9174.30 1,069,100.82 F.F. Cum. - Lintel Cum. 5.28 8963.04 47,303.19 Column Cum. 31.33 9844.77 308,409.17 Beam Cum. 55.15 9468.04 522,147.42 Slab Cum. 131.57 9266.04 1,219,135.51 S.F. Cum. - Lintel Cum. 5.82 9051.79 52,725.13 Column Cum. 31.33 9942.25 311,462.73 Beam Cum. 55.15 9561.79 527,317.20 Slab Cum. 131.57 9357.79 1,231,206.16 T.F. Cum. - Lintel Cum. 5.82 9140.53 53,242.05 Column Cum. 31.33 10039.72 314,516.29 Beam Cum. 55.15 9655.53 532,486.98 Slab Cum. 131.57 9449.53 1,243,276.81 4th Floor Cum. - Lintel Cum. 4.35 9229.27 40,138.40 Column Cum. 28.85 10137.19 292,498.54 Beam Cum. 57.44 9749.27 559,961.14 Slab Cum. 103.10 9541.27 983,742.79 5th Floor Cum. - Lintel Cum. 3.74 9318.02 34,806.95 Column Cum. 23.29 10234.67 238,358.18 Beam Cum. 49.00 9843.02 482,352.52 Slab Cum. 108.38 9633.02 1,043,981.53 Terrace Cum. - Column Cum. 0.86 10332.14 8,881.09 Beam Cum. 1.05 9936.76 10,427.14 Slab Cum. 2.33 9724.76 22,659.95

4 STEEL REINFORCEMENT WORK -

4.1

Mild steel or iron in plain work such as reinforced concreteor reinforced brick work (when not included in over allrates wrought to required shape as necessary includingbending for proper completion of the work and includinfsupply of of all steel and wastage over lapping and hooks.(As per PWD SoR item No. 504)

Kg. 241840.17 68.00 16,445,131.31 5 BRICK WORK -

5.1 Class 150 brick work in 1:6 ( 1 cement 6 C/Sand) of 1.25F.M. mortar (As per SOR) - 230 MM Thick Brick Wall in Foundatation Cum. 25.09 4750.00 119,174.82

-

5.2Class 150 brick work in 1:6 ( 1 cement 6 C/Sand) of 1.25F.M. mortar (As per SOR)

- 230 MM Thick Brick Wall in Super Stru.

- G.F. Cum. 83.40 5130.00 427,838.23 F.F. Cum. 101.31 5181.30 524,922.55 S.F. Cum. 96.94 5232.60 507,238.30 3rd F. Cum. 96.94 5283.90 512,211.23 4th F. Cum. 99.10 5335.20 528,724.99 5th F. Cum. 79.27 5386.50 427,013.66

4

Terrace Cum. 17.29 5437.80 94,023.42

5.3Class 150 brick work in 1:4 ( 1 cement 4 C/Sand) of 1.25F.M. mortar (As per SOR) - 115 MM Thick Brick Wall in Super Stru.

- G.F.

Cum. 31.99 5420.00 173,366.84 F.F.

Cum. 44.93 5474.20 245,932.42 S.F.

Cum. 39.07 5528.40 215,967.17 3rd F.

Cum. 36.77 5582.60 205,289.13 4th F.

Cum. 31.14 5636.80 175,530.21 5th F.

Cum. 25.36 5691.00 144,313.46 Terrace

Cum. 11.90 5745.20 68,342.60

5

6 ALUMINIUM / STEEL WORK -

6.1

Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standardtubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285,fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. attop, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snapbeading for glazing / paneling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and thedirections of Engineer-in-charge. (Glazing, paneling anddash fasteners to be paid for separately) :

- Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodiccoating of grade AC 15) (As per DSR Item No. 21.1.1.1)

Kg. 350.97 343.70 120,626.74

6.2

For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provisionfor fixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall bepaid for separately)(As per DSR Item No. 21.1.2)

- Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodiccoating of grade AC 15)(As per DSR Item No. 21.1.2.1)

Kg. 1320.05 397.75 525,050.07

6.3

Providing and fixing double action hydraulic floor spring ofapproved brand and manufacture conforming to IS : 6315,having brand logo embossed on the body / plate withdouble spring mechanism and door weight upto 125 kg,for doors, including cost of cutting floors, embedding infloors as required and making good the same matching tothe existing floor finishing and cover plates with brasspivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

- With stainless steel cover plate minimum 1.25 mmthickness (As per DSR Item No. 21.4.1)

Each 8.00 2020.05 16,160.40

6.4

Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc. with EPDM rubber /neoprene gasket etc. complete as per the architecturaldrawings and the directions of engineer-in-charge . (Costof aluminium snap beading shall be paid in basic item):(Asper DSR Item No. 21.3)

- With float glass panes of 5.50 mm thickness(As per DSRItem No. 21.3.2)

Sqm. 711.13 1009.00 717,527.65

6

6.5

S/F of prelaminated Flush doors, commercial qualityconforming to IS 2202 Part-1 (1983) including fixing ofwooden cleat and stoppers and fixing and adjustment ofhinges, bolts, locks, handle, springs and other fittings butexcluding their supply and including painting with two ofBlack Japan paint on all iron fittings if necessary.

Fitting with necessary screws etc complete. Sqm. 54.50 3546.00 193,239.27

6.6

Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer using structuralsteel etc. as required.(As per DSR Item No. 10.25)In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works(As per DSR Item No. 10.25.1)

Kg. 201.96 86.50 17,469.54

7STAINLESS STEEL FITTINGS

-

7.1

Providing and fixing IS : 12817 marked stainless steel butthinges (heavy weight) with stainless steel screws etc.complete :(As per DSR Item No. 9.71)

- 125x64x2.50 mm (As per DSR Item No. 9.71.1) Each 177.00 71.05 12,575.85 75x50x2.50 mm(As per DSR Item No. 9.71.3)

Each 635.00 42.45 26,955.75

7.2Providing and fixing IS : 12817 marked stainless steeltower bolts (heavy weight) with stainless steel screws etc.complete : (NSR) - 250x10 mm Each 138.00 150.00 20,700.00 100x10 mm Each 127.00 90.00 11,430.00

7.3

Providing and fixing Mortise handle with double doorattachment one side Knob 1 , one side key cylinder (NSR)

- A 125 mm Each 32.00 66.95 2,142.40 B Pull handles Each 106.00 66.95 7,096.70

75mm Each 127.00 44.90 5,702.30

7.4Providing and fixing stainless steel hanging floor doorstopper, complete. (NSR)

- Twin rubber stopper

Each 63.00 140.00 8,820.00

7.5

Providing and fixing stainless steel 100 mm mortice latchand lock with 6 levers and a pair of lever handles ofapproved quality with necessary screws etc. complete.(NSR)

Each 32.00 1050.00 33,600.00 8 PLASTERING WORK -

8.1 12 mm cement plaster of mix :(As per DSR Item No. 13.4):

1:6 (1 cement: 6 coarse sand)(As per DSR Item No. 13.4.2) Sqm. 4312.19 142.25 613,409.38

8.2 15 mm cement plaster of mix :(As per DSR Item No. 13.4):


7

8.3 6 mm cement plaster of mix :(As per DSR Item No. 13.16)-

1:3 (1 cement : 3 fine sand)(As per DSR Item No. 13.16.1)

Sqm. 3776.87 120.35 454,546.33 -

8.4Making grooves 10 to 12 mm. wide x 8mm. Deep in plaster of the wall or in ceilling vertically or horizontally as required.(AS PER PWD 598) Rmt. 2696.11 20.00 53,922.24

9 PAINTING WORK -

9.1

Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to preparethe surface even and smooth complete.(As per DSR ItemNo. 13.80): Sqm. 8624.38 85.40 736,522.27

9.2

Wall painting with acrylic emulsion paint of approvedbrand and manufacture to give an even shade :(As perDSR Item No. 13.60)

- Two or more coats on new work(As per DSR Item No.13.60.1) Sqm. 8827.32 71.65 632,477.48

9.3 NIL

9.4

Wall painting with Acralic smooth exterior paint of requiredshade (As per DSR Item No. 13.46)

- New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2 20 kg/ 10 sqm)

Sqm. 4312.19 78.10 336,782.04

9.5

Painting or vanishing on iron works in small areas or newwood work with one coat of ready mixed priming paint &one coat of approved superior quality ready mixed paint ofclear synthetic varnish including supply of all materials,labour and T& P etc. required for proper completion ofwork. Paint to be used should confirm to the I.SI. No. 1031950.(As per PWD Item No. 641+642)

Sqm. 54.50 80.00 4,359.60

8

FLOORING -

10.1

Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with waterabsorption's less than 0.08% and conforming to IS : 15622of approved make in all colours and shades, laid on 20mmthick cement mortar 1:4 (1 cement : 4 coarse sand)including grouting the joints with white cement andmatching pigments etc., complete. (dsr no.-11.41)

- Size of Tile 0.60 X 0.60 cm (Rate as per dsr no. 11.41.2)

Sqm. 3537.26 1402.55 4,961,184.15 -

10.2

Providing and fixing Ist quality ceramic glazed wall tilesconforming to IS : 15622 (thickness to be specified by themanufacture ) of approved make in all colours, shadesexcept burgundy, bottle green, black of any size asapproved by Engineer-in-Charge in skirting, risers of stepsand dados over 12 mm thick bed of cement Mortar 1:3 (1cement : 3 coarse sand) and jointing with grey cementslurry @ 3.3kg per sqm including pointing in white cementmixed with pigment of matching shade complete. (As perDSR Item No. 11.36)

Sqm. 338.54 793.60 268,668.52

10.3

Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1stquality conforming to IS : 15622 of approved make incolours such as White, Ivory, Grey, Fume Red Brown, laidon 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarsesand) including pointing the joints with white cement andmatching pigment etc., complete. (dsr no.-11.37)

Sqm. 35.83 822.10 29,452.55

10.4

Providing and fixing 18mm thick gang saw cut mirrorpolished premoulded and prepolished) machine cut forkitchen platforms, vanity counters, window sills , faciasand similar locations of required size of approved shade,colour and texture laid over 20mm thick base cementmortar 1:4 (1 cement : 4 coarse sand) with joints treatedwith white cement, mixed with matching pigment, epoxytouch ups, including rubbing, curing, moulding andpolishing to edge to give high gloss finish etc. complete atall levels.(dsr.no.-8.2)

- Granite of any color and shade. (dsr.no.-8.2.2.1) Sqm. 540.61 3724.70 2,013,626.08

-

10.5

Kota stone slab flooring over 20 mm (average) thick baselaid over and jointed with grey cement slurry mixed withpigment to match the shade of the slab including rubbingand polishing complete with base of 1:4 (1 cement :4coarse sand): :(nsr) -

Sqm. 113.57 1071.70 121,710.29

9

10.6

4 cm. Thick 1:2:4 plane cement concrete floor withoutbase concret.cement, approved coarse and 4.0cm.Graded approved stone ballast laid in panels finished with3mm floating coat of neat cement or cement and marbledust in ratio of 5:1 as specified over and including 8cm.thick base concret consisting of cement local sand andbrick ballast 4cm. gauge in the proportion of 1:4 : 8 andremoving any overlapping mortar at the joints of thepanels if any and giving them a uniform finish, includingsupply of all materials, labour, T & P etc. required forproper completion of the work. (As PWD SoR Item No.605)

Sqm. 39.48 350.00 13,817.37 11 ROOFING -

11.1

Providing and laying water proofing treatment in sunkenportion of WCs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting ofapplying : a) First layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @0.253 kg/sqm. This layer will be allowed to air cure for 4hours. b) Second layer of slurry of cement @ 0.242kg/sqm mixed with water proofing cement compound @0.126 kg/sqm. This layer will be allowed to air cure for 4hours followed with water curing for 48 hours. The rateincludes preparation of surface, treatment and sealing ofall joints, corners, junctions of pipes and masonry withpolymer mixed slurry. (dsr. no. - 22.5)

Sqm. 35.83 255.00 9,135.63

11.2

Providing and laying integral cement based water proofingtreatment including preparation of surface as required fortreatment of roofs, balconies, terraces etc consisting offollowing operations: a) Applying a slurry coat of neatcement using 2.75 kg/sqm of cement admixed with waterproofing compound conforming to IS. 2645 and approvedby Engineer-in-charge over the RCC slab includingadjoining walls upto 300 mm height including cleaning thesurface before treatment. b) Laying brick bats with mortarusing broken bricks/brick bats 25 mm to 115 mm size with50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge over 20 mmthick layer of cement mortar of mix 1:5 (1 cement :5coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly theadjoining walls upto 300 mm height including rounding ofjunctionsof walls and slabs c) After two days of proper curingapplying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick

-

10

jointless cement mortar of mix 1:4 (1 cement :4 coarsesand) admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge includinglaying glass fibre cloth of approved quality in top layer ofplaster and finally finishing the surface with trowel withneat cement slurry and making pattern of 300x300 mmsquare 3 mm deep. e) The whole terrace so finished shallbe flooded with water for a minimum period of two weeksfor curing and for final test. All above operations to bedone in order and as directed and specified by theEngineer-in-Charge :

-

11

11.2With average thickness of 120 mm and minimumthicknessat khurra as 65 mm. (dsr no. - 22.7.1)

Sqm. 725.30 882.60 640,145.81

11.3

Crazy ceramic tile flooring, with under layer 12 mm thickcement mortar 1:4 (1 cement: 4 coarse sand), with jointsnot exceeding 5 mm, including filling the gaps withordinary cement mixture & mixing with synthetic polyesterfibre, triangular in shape having specific gravity of 1.34 to1.40, cross section size ranging from 10 to 40 micron &length upto 6 mm , mixing fibre @ 125 grams per 50 kg ofcement in cement mortar, including providing and mixingwater proofing material in mortar @ 1 kg per 50 kg ofcement , all complete as per direction of Engineer-in-charge.(dsr no. - 11.44) Sqm. 725.30 407.15 295,304.06

11.4

Providing &Fixing Wall cladding 20-30 mm thick Granitehighly polished on external wall of structure including allnecessary scaffolding and cost of LATTICRETE adhesiveand making groove as per Architect drawing etc complete.Including stainless steel clamps of approved quality and ofrequired shape and size adjustable with stainless steelnuts bolts and washer (total wt. not less than 260 gm)

Sqm. 84.53 4842.00 409,270.05

11.5

Providing and fixing stainless steel ( Grade 304) staircasewith railing, balusters, rail etc (railing, balusters, rail etc.are to be measured and paid separately ) made of Hollowtubes, channels, plates / perforated plates ( thickness notless than 1.25 mm ) including welding, grinding, buffing,polishing and making curvature (wherever required) andfitting the same with necessary stainless steel nuts andbolts complete i.e. fixing the stair with necessaryaccessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, to already casted R.C.C. /P.C.C.floor / beam with suitable arrangement to fixing theflights in proper location as per the drawing and instructionof Engineer-in-charge. ( for payment purpose only weightof stainless steel members shall be considered excludingfixing accessories such as nuts, bolts, fasteners etc.)(NSR)

Rmt. 297.18 7900.00 2,347,722.00 Grand Total 64,262,646.22

642.63 Say in Lakhs

12

ESTABLISHMENT (CIVIL WORKS) OF CENTRE FOR EXCELLENCE FORNURSING MIDWIFERY TRAINING

AT KGMU , LUCKNOW - ACADEMIC BLOCK

Name of Work : Internal Plumbing Work

(DSR‐2013)QTY.

RATE AMOUNT Item NO Total (in words) (IN RS.)

1.1 17.1 Providing and fixing water closet squatting pan(Indian type W.C. pan ) with 100 mm sand castIron P or S trap, 10 litre low level white P.V.C.flushing cistern, including flush pipe, withmanually controlled device (handle lever)conforming to IS : 7231, with all fittings andfixtures complete, including cutting and makinggood the walls and floors wherever required :

1.1.1 17.1.1 White Vitreous china Orissa pattern W.C. pan ofsize 580x440 mm with integral type foot rests

Each 12 3,265.25 39,183.00

1.2 17.78 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.

Each 12 9,965.25 119,583.00

1.3 17.7 Providing and fixing wash basin withC.I.brackets, 15 mm C.P. brass pillar taps, 32 mmC.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting andmaking good the walls where required :

1.3.1 17.7.3 White vitreous china flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar taps.

Each 0 1,971.35 ‐ 1.3.2 17.7.8 White Vitreous China Surgeon type wash basin of

size 660x460 mm with a pair of 15 mm C.P. brasspillar taps with elbow operated levers Each 0 3,748.45 ‐

1.3.3 17.7.1 White vitreous china flat back wash basin size 630x 450 mm with a pair of 15 mm C.P. brass pillartaps. Each 24 2,174.65 52,191.60

1.3.4 8.10 Providing & fixing stone slab table rubbed, edgesrounded and polished of size 75 X 50cm deep and1.8 cm thick fixed in urinal patitions by cuttingchase of appropriate width with chase cutter andembedding the stone in chase with epoxy groutor with cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 graded stone aggregste 6mmnominal size) as per Engineer‐in‐charge andfinished smooth

8.10.1 White Agaria Marble Stone sqm 12 2,893.70 34,724.40

SUBHEAD‐I (A): SANITARY INSTALLATIONS (As per D.S.R.2013)

DETAILED ESTIMATE

S. NO.DESCRIPTION UNIT

Page...2



(DSR‐2013)QTY.



1.4 17.80 Providing and fixing white vitreous china batterybased infrared sensor operated urinal of approx.size 610 x 390 x 370 mm having pre & postflushing with water ( 250 ml & 500 mlconsumption), having water inlet from back side,including fixing to wall with suitable brackets allas per manufacturers specification and directionof Engineer‐in‐charge..

Each 12 16,681.05 200,172.60

1.5 17.10 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 and brackets,cutting and making good the walls whereverrequired.

1.5.1 17.10.1 Kitchen sink with drain board 17.10.1.3 510X1040mm bowl depth 200mm. Each 0 5,889.40 0

1.5.2 17.10.2 Sink without drain board (For JC)17.10.2.1 610X510 mm bowl depth 200mm. Each 12 4,290.80 51489.6

1.6 17.11 Providing and fixing white vitreous chinalaboratory sink with C.I. brackets, C.P. brass chainwith rubber plug, 40 mm C.P brass waste and40mm C.P. brass trap with necessary C.P. brassunions complete, including painting of fittingsand brackets, cutting and making good the wallwherever required :

1.6.1 17.11.1 Size 450x300x150 mm Each 32 2,173.60 69555.2

1.7 17.28 Providing & fixing PVC waste pipe for sinkoncluding PVC waste fitting Complete

1.7.1 17.28.2 Flexible Pipe1.7.1.1 17.28.2.1 32mm Dia Each 64 72.55 4,643.20

1.8 17.32 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 :

1.8.1 17.32.1 Rectangular shape 453x357 mm Each 12 856.65 10,279.80

1.9 17.70 Providing and fixing PTMT Bottle Trap for Washbasin and sink.

1.9.1 17.70.1 Bottle trap 31 mm single piece moulded withheight of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mmbreadth with 25 mm minimum water seal,weighing not less than 260 gms. Each 24 408.25 9,798.00

1.9.2 17.70.2 Bottle trap 38 mm single piece moulded withheight of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mmbreadth with 25 mm minimum water seal,weighing not less than 260 gms.(sink & urinal)

Each 64 440.75 28,208.00

Page...3



(DSR‐2013)QTY.



1.10 17.71 Providing and fixing PTMT liquid soap container109 mm wide, 125 mm high and 112 mm distancefrom wall of standard shape with bracket of thesame materials with snap fittings of approvedquality and colour weighing not less than 105gms. Each 12 181.75 2,181.00

1.11 17.72 Providing & fixing PTMT towel ring trapezoidalshape 215 mm long 200 mm wide with minimumdistance of 37 mm from wall face with concealedfittings arrangement of approved quality andcolour weighing not less than 88 gms

Each 12 174.8 2,097.60

1.12 18.49 Providing and fixing C.P. brass bib cock ofapproved quality confirming to IS:8931

1.12.1 18.49.1 15mm nominal bore Each 24 458.40 11,001.60

1.13 18.51 Providing and fixing C.P. brass long body bib cockof approved quality conforming to IS standardsand weighing not less than 690 gms.


1.14 18.53 Providing and fixing C.P. brass angle valve forbasin mixer and geyser points of approved qualityconforming to IS 8931 a) 15 mm nominal bore.

1.14.1 18.53.1 15 mm nominal bore Each 104 506.7 52,696.80

1.15 17.34 Providing and fixing toilet paper holder :1.15.1 17.34.1 C.P. brass Each 12 339.85 4,078.20

1.16 18.64 Providing & fixing PTMT swivelling shower,15mm nominal bore.weighing not less than 40gms. Each 0 114.4 ‐

1.17 17.73 Providing and fixing PTMT towel rail completewith brackets fixed wooden cleats with CP brassscrews with concealed fittings arrangement ofapproved quality and colour.

1.17.1 17.73.2 600 mm long towel rail with total length of 645mm, width 78 mm and effective height of 88 mm,weighing not less than 190 gms Each 0 448.4 ‐

TOTAL C/F TO SUMMARY 718,697.20

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(DSR‐2013)QTY.



2.1 Providing and fixing cast iron trap of selfcleansing design with cast iron screwed down orhinged grating with or without vent armcomplete, including cost of cutting and makinggood the walls and floors.

2.1.1 17.60.1 100 mm inlet and 100 mm outlet centrifugallycast (spun) iron S&S. Each 30 938.05 28,141.50

2.2 12.22 Making khurras 45x45cm with average minimumthickness of 5 cm cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate20 mm nominal size) over PVC sheet 1m x 1m x400 micron, finished with 12mm cement plaster1:3 (1 cement:3 coarse sand) and a coat of neatcement, rounding the edges, making and finishingthe outlet complete

Each 11 167.45 1,841.95

2.3 12.44 Providing and fixing to the inlet mouth of rainwater pipe cast iron grating 15 cm diameter andweighing not less than 440 grams. Each 25 37.25 931.25

2.3 17.35 Providing and fixing soil, waste, vent and rainwater pipes Centrifugally cast (spun) iron S&S pipe

2.3.1 17.35.1.2 100mm dia cast (spun) iron S&S pipe Rm 390 952.50 371,475.00

2.4 17.37 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.

2.4.1 17.37.1 For 100mm dia. Pipe Each 154 140.65 21,660.10

2.5 17.38 Providing and fixing bend of required degree withaccess door, insertion rubber washer 3mm thick,bolts and nuts complete.

2.5.1 17.38.1 100x100x100mm2.5.1.1 17.38.1.2 Centrifugally cast (spun) iron pipe S&S Each 68 384.45 26,142.60

2.6 17.39 Providing and fixing plain bend of requireddegree.

2.6.1 17.39.1 100mm dia2.6.1.1 17.39.1.2 Sand cast iron S&S as per IS : 3989 Each 17 334.50 5,686.50

2.7 17.40.1.2 Providing and fixing heel rest sanitary bend, in100mm Centrifugally cast (spun) iron pipe S&S Each 19 370.50 7,039.50

2.8 17.42 Providing and fixing double equal plain junctionof required degree.

2.8.1 17.42.1 100x100x100x100 mm2.8.1.1 17.42.1.2 Sand cast iron S&S as per IS ‐ 3989 Each 46 746.80 34,352.80

2.9 17.43 Providing and fixing single equal plain junction ofreqd. degree with access door, insertion rubberwasher 3mm thick, bolts and nuts complete.

SUBHEAD‐II(A): INTERNAL DRAINAGE INSTALLATIONS (As per D.S.R.2013)

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(DSR‐2013)QTY.



2.9.1 17.43.1 100x100x100mm2.9.1.1 17.43.1.2 Standard cast (spun) iron pipe IS‐3989 Each 78 622.55 48,558.90

2.10 17.44 Providing and fixing single equal plain junction ofrequired degree :

2.10.1 17.44.1 100X100X100mm17.44.1.2 Sand cast iron S&S as per IS ‐ 3989 Each 66 574.90 37,943.40

2.11

2.12 17.55 Providing and fixing door piece, insertion rubberwasher 3mm thick, bolts & nuts complete :

2.12.1 17.55.1 100 mm2.12.1.1 17.55.1.2 Providing and fixing door piece, insertion rubber

washer 3mm thick, bolts and nuts complete, in100mm Centrifugally cast (spun) iron pipe S&S

Each 36 512.20 18,439.20

2.13 17.56 Providing and fixing terminal guard:2.13.1 17.56.1 100mm2.13.1.1 17.56.1.2 Sand cast iron S&S as per IS ‐ 3989 Each 19 433.20 8,230.80

2.14 17.57 Providing and fixing collar.2.14.1 17.57.1 100mm2.14.1.1 17.57.1.2 Centrifugally cast (spun) iron pipe S&S Each 38 317.05 12,047.90

2.15 17.65 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

2.15.1 17.65.1 100mm dia cast (spun) iron S&S pipe Rm 390 33.85 13,201.50

2.16 17.58 Providing lead caulked joints to spun iron or C.I.pipes and specials, including testing of joints butexcluding the cost of pig lead :

2.16.1 17.58.1 100 & 150 mm diameter pipe Each 416 232.10 96,553.60

2.17 18.58 Providing and fixing PTMT grating of approvedquality and colour

2.17.1 18.58.1 Circular type2.17.1.1 18.58.1.1 100 mm nominal dia Each 42 44.20 1,856.40

2.18 19.2 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand: 10 graded stoneaggregate 40 mm nominal size) alround SWincluding bed concrete as per standard design

Note: This work shall be done all‐round CI pipe atground floor's toilet.

2.19 19.18 Supplying and fixing C.I. cover without frame formanholes :

2.19.1 19.18.3 560 mm diameter C.I. cover (heavy duty) theweight of the cover to be not less than 108 kg Each ‐ 5,880.70 ‐


Page...6



(DSR‐2013)QTY.



2.1 M.R. Providing and fixing soil, waste and vent includingall fittings (plain or door) e.g. bends, junctions,cowls, offsets, access pieces jointing with refinedsolvant joint (dripseal/pipseal) with 25mm deepdrip seal joints including holder bat clamps ofapproved design to sand cast iron (spun) pipeembedded, cement concrete block 10x10x 10 cmof 1:2:4 ( 1 cement: 4 coarse sand: 4 gradedstone aggregate 20 mm nominal size), cuttingholes in wall and floors, excavation, refilling anddisposal of surplus earth where required andmarked good complete.

2.1.1 150mm dia cast (spun) iron S&S pipe Rm 192 2,597.00 498,624.00

2.2 M.R. Providing and fixing G.I. Inlet fitting of suitablesize with 2 & 3 Nos. G.I. Socket 32 & 40 weldedG.I. pipe and dipped in hot bitumen complete inall respect.

2.3 M.R Providing and fixing floor drain & balcony drainmade of 100 x 50 dia elbow / tee as applicableconnected with 50 dia GI pipe painted withprimer, two coats of black bituminasticpaint,wrapping 1 mm thick PVC tape and finalcoat of black bituminastic paint B109 complete inall complete including cutting and making goodthe walls and floor wherever required

Each 12 948.00 11,376.00

2.4 M.R. Providing and fixing flanged cleanout plug withM.S. flanged tail pieces, blind flange, 6mm dianut & bolts, gasket and washers fixed to C.I. Pipewith drip seal joint complete in all completeincluding cutting and making good the walls andfloor wherever required

2.4.1 with 100 mm dia. Pipe Each ‐ 1,026.00 ‐

2.5 M.R. Providing and fixing 100mm diameter C.P. Brasscleanout plug with M.S. flanged tail pieces, 6mmdia nut & bolts, gasket and washers fixed to C.I.Pipe with drip seal joint complete in all completeincluding cutting and making good the walls andfloor wherever required.

2.5.1 with 100 mm dia. Pipe Each 24 1,143.00 27,432.00

2.6 M.R. Providing and fixing 100 mm dia Pressure Gaugeson sump pumps Each ‐ 670.82 ‐


SUBHEAD‐II(B): INTERNAL DRAINAGE INSTALLATIONS (NON‐SCHEDULED ITEMS)

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3.1 17.30 Providing and fixing in position 25 mm diametermosquito proof coupling of approved municipaldesign. Each 8 38.45 307.60

3.23.3 18.8 Providing and fixing CPVC pipes having thermal

stability for hot and cold water supply includingall CPVC plain and brass threaded fittingsincluding fixing the pipe with clamps at 1.00 mtspacing. this includes jionting of pipes and fittingswith one step CPVC solvent cement and the costof cutting chases and making good the wall sameincluding testing of joints complete as per thedirection of engineer incharge

concealed work including cutting chases andmaking good the wall etc.

3.3.1 18.8.1 15 mm nominal outer dia pipes Rm 1,009 254.95 257,193.56 3.3.2 18.8.2 20 mm nominal outer dia pipes Rm 233 281.35 65,498.28 3.3.3 18.8.3 25 mm nominal outer dia pipes Rm 194 336.25 65,232.50 3.3.4 18.8.4 32 mm nominal outer dia pipes Rm 155 407.40 63,228.48

3.4 DSR Item 18.10

Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and makinggood the walls etc. (internal work) exposed onwall.Exposed on wall

3.4.1 18.10.1 15 mm dia, nominal bore Rm 15 181.35 2,720.25 3.4.2 18.10.2 20 mm dia, nominal bore Rm 35 221.50 7,752.50 3.4.3 18.10.3 25 mm dia, nominal bore Rm 55 282.30 15,526.50 3.4.4 18.10.4 32 mm dia, nominal bore Rm 20 333.50 6,670.00 3.4.5 18.10.5 40 mm dia, nominal bore Rm 60 413.25 24,795.00 3.4.6 18.10.6 50 mm dia, nominal bore Rm 80 512.10 40,968.00 3.4.7 18.12.7 65 mm dia, nominal bore Rm 75 515.55 38,666.25

3.5 DSR Item 18.40

Painting GI pipes and fittings with two coats ofanti corrosive bitumastic paint of approvedquality

3.5.1 18.40.1 15 mm dia, nominal bore Rm 15 5.25 78.75 3.5.2 18.40.2 20 mm dia, nominal bore Rm 35 6.15 215.25 3.5.3 18.40.3 25 mm dia, nominal bore Rm 55 7.90 434.50 3.5.4 18.40.4 32 mm dia, nominal bore Rm 20 9.35 187.00 3.5.5 18.40.5 40 mm dia, nominal bore Rm 60 10.65 639.00 3.5.6 18.40.6 50 mm dia, nominal bore Rm 80 12.65 1,012.00 3.5.7 18.40.7 65 mm dia, nominal bore Rm 75 15.60 1,170.00

3.6 18.17 Providing and fixing of gun metal gate valve withCI wheel of approved quality (screwed ends)

3.6.1 18.17.1 25mm dia, nominal bore Each 2 427.80 855.60 3.6.2 18.17.2 32 mm dia, nominal bore Each 4 500.35 2,001.40 3.6.3 18.17.3 40 mm dia, nominal bore Each 2 584.20 1,168.40 3.6.4 18.17.4 50 mm dia, nominal bore Each 2 749.40 1,498.80

3.7 18.19 Providing and fixing gun metal non‐ return valveof approved quality (PN 1.6)

3.7.1 18.19.6.2 50 nominal bore Each 2 1,207.80 2,415.60

3.8 18.16.2 Providing and fixing brass stop cock of approvedquality Each 27 343.95 9,286.65

SUBHEAD‐III(A): WATER SUPPLY INSTALLATIONS (As per D.S.R.2013)

Page...8



(DSR‐2013)QTY.



3.9 10.2 Structual steel work welded in built up sections,trusses and framed work including cutting,hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

kg 75 73.65 5,523.75

3.10 18.46 Providing and fixing G.I. union in G.I. pipeincluding cutting and threading the pipe andmaking long screws etc. complete (new work)

3.10.1 18.46.1 15mm nominal bore Each 2 155.65 311.30 3.10.2 18.46.2 20mm nominal bore Each 2 178.85 357.70 3.10.3 18.46.3 25mm nominal bore Each 2 190.45 380.90 3.10.4 18.46.4 32mm nominal bore Each 2 231.15 462.30 3.10.5 18.46.5 40mm nominal bore Each 2 306.60 613.20 3.10.6 18.46.6 50mm nominal bore Each 2 379.35 758.70


3.12 18.48 Providing and placing on terrace (at all floorlevels) polyethylene water storage tank, ISI :12701 marked, with cover and suitable lockingarrangement and making necessary holes forinlet, outlet and overflow pipes but withoutfittings and the base support for tank. per litre 15,000.00 6.30 94,500.00

3.13 18.33.1 Constructing masonry chamber 60x60x75 cm,inside with 75 class designation brick work incement mortar 1:4 (1 cement:4 fine sand) forsluice valve, with C.I. surface box 100mm, todiameter, 160mm bottom diameter and 180mmdeep (inside) with chained lid and RCC top slab1:2:4 mix (1 cement : 2 corase sand: 4 gradedstonr aggregate 20mm nominal size) necessaryexcavation foundation concret 1:5:10 (1 cement:5fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cementmortor 1:3 (1 cement : 3 coarse sand) 12 mmthick finished with a floating coat of neat cementcomplete as per standard design.

Each 2 6,441.05 12,882.10

3.14 24.9 Providing and fixing factory made precast RCCperforated drain covers, having concrete ofstrength not less than M‐25, of size 1000x 450x50 mm, reinforced with 8 mm dia four noslongitudinal & 9 nos cross sectional T.M.T. hoopbars, including providing 50 mmdia perforations @ 100 to 125 mm c/c, includingproviding edge binding with M.S. flats of size 50mm x 1.6 mm complete, all as per direction ofEngineer‐in‐charge. Each 48 958.80 46,022.40


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(DSR‐2013)QTY.



3.1 MR Providing and fixing GI pipes medium classconferming to IS 1239 with GI fittings includingcutting hole chase painted with primer, two coatsof enamel paints etc

3.23.3

Providing, fixing, testing and commissioning ofmotorised butterfly valve of following dia forfilling of overhead water tank complete with highand low level control switches to control tanks.The level controllers shall be installed in iverheadtanks. The level switch will close the valve whenwater level is high in overhead tank and open thevalve when overhead water tank level is low. Thesystem should be complete in all respects withaccessories 220 V AC / 2 V DC, IP67 electricalwater level control unit, copper control wiring inwhether proof casing etc. (Make:Belimo/Audco/Advance/AIP)

3.3.1 M.R. 50 mm dia NB Float Valve Set 1 42,925.53 42925.53

3.4 M.R. Supply and installation of Butterfly Valves withmating flanges generally as specified all complete. PN 1.6

3.4.1 65 mm dia nominal bore Each 4 3,231.41 12,925.65 3.4.23.4.3

3.5 M.R. Providing and fixing insulation with Armaflexelastomeric nitrile rubber sheets complete withplastering.

M.R. 20 mm thick insulation with Arm flex elastomericnitrile rubber sheets for hot water & cold waterpipes exposed to sun complete with plastering

3.5.13.5.2 20 mm dia, nominal M 70 170.00 11,872.80 3.5.3 25 mm dia, nominal M 58 210.00 12,222.00 3.5.4 32 mm dia, nominal M 47 265.00 12,338.40 3.5.5 40 mm dia, nominal M 18 315.00 5,670.00 3.5.6 50 mm dia, nominal M 24 385.00 9,240.00 3.5.7 65 mm dia, nominal M 23 425.00 9,562.50 3.5.8

SUBHEAD‐III (B) : WATER SUPPLY‐ INTERNAL WORK (NON‐SCHEDULED ITEMS)

Page...10



(DSR‐2013)QTY.



3.6 M.R. Solar Water HeatersProviding, fixing, testing and commissioning ofsolar water heater panels with automaticthermostatic control, pressure release valve,storage tank complete including cutting andmaking good the floors / walls wherever required.

Capacity : 1000 LPD with SS storage tank of 1000litres with proper insulation, electrical elementand control panel including all interconnecting SS304 piping and accessories.

ITEM 1 402,779.00 402,779.00


Page...11



(DSR‐2013)QTY.



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

2.10.1 All kinds of soilup to 1.50 m depth

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia metre 65.00 192.75 12,528.75

4.2 Providing laying and jointing glazed stonewarepipes grade ‘A’ with stiff mixture of cementmortar in the proportion of 1:1 (1 cement : 1 finesand) including testing of joints etc. complete.

4.2.1 19.1.2 150 mm diameter metre 10.00 301.90 3,019.00 4.2.2 19.1.2 250 mm diameter metre 55.00 676.75 37,221.25

4.3 Providing and laying cement concrete 1:5:10 (1cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) alround SW pipesincluding bed concrete as per standard design.


4.4 Constructing brick masonry manhole with F.P.S.bricks in cement mortar 1 : 4 (1 cement : 4 coarsesand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2coarse sand : 4 grade stone aggregate 20mmnominal size); foundation concrete 1:4:8 mix (1cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) inside plastering12 mm thick with cement mortar 1:3 (1cement 3coarse sand ) finished with a floating coat of neatcement and making channels in cementconcrete 1:2:4 (1cement : 2 coarse sand: 4 gradedstone aggregate 20 mm nominal size) finishd witha floating coat of neat cement complete as perstandard design

4.4.1 19.7.1.1 Inside size 90 x 80 cm & 45 cm deep including CIcover with frame (light duty) 455 x 610mminternal dimension total wt. of cover & frame tobe not less than 38 kg (wt. of cover 23 kg and wt.of frame 15 kg)

each 2.00 8062.70 16,125.40

SUBHEAD‐IV (A): EXTERNAL SEWAGE INSTALLATIONS (As per D.S.R.2013)

Page...12



(DSR‐2013)QTY.



19.7.2.1 Inside size 120 X 90 cm. and 90 cm. deepincluding CI cover with frame (medium duty) 500mm internal diameter, total weight of cover andframe to be not less than 116 kg (wt of cover 58kg and wt. of frame 58 kg.)

each 3.00 17592.00 52776.00

4.3 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as perIS : 10910, on 12 mm dia steel bar conforming toIS : 1786, having minimum cross section as 23mmx25 mm and over all minimum length 263 mmand width as 165 mm with minimum 112 mmspace between protruded legs having 2 mm treadon top surface by ribbing or chequering besidesnecessary and adequate anchoring projections ontail length on 138 mm as per standard drawingand suitable to with stand the bend test andchemical resistance test as per specifications andhaving manufacture's permanent identificationmark to be visible even after fixing, includingfixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size)complete as per design.

each 5.00 295.20 1,476.00

4.4 Providing and fixing square mouth SW gully trapgrade ‘A’ complete CI grating brick masonrychamber with bricks of class designation 75 andwater tight CI cover with frame of 300 x 300 mmsize (inside) the weight of cover to be not lessthan 13.00 kg and frame to be not less than 5 kg.as per standard design. (COVER MIN. 4.5 KG &FRAME MIN.2.7 KG )

19.4.3.1 180x150 mm size P type With FPS bricks each 7.00 1635.00 11,445.00

4.5 19.21.1 Making connection of drain or sewer line withexisting manhole including breaking into andmaking good the walls, floors with cementcincrete 1:2:4 mix (1cement: 2 coarse sand : 4graded stone aggregate 20mm nominal size)cement plastered on both sides with cementmortar 1:3 (1cement : 3 coarse sand) finishedwith a floating coat of neat cement and makingnecessary channels for the drain etc. complete forpipes 100 to 230mm dia. Item 1 330.50 330.50


Page...13



(DSR‐2013)QTY.



[2] EXTERNAL DRAINAGE SYSTEMDRAINAGE NETWORK

5.1 19.6 Providing and laying non‐pressure NP2 class (lightduty) RCC pipes with collars jointed with stiffmixture of cement mortar in the proportion of 1:2(1 cement : 2 fine sand) including testing of jointsetc. complete. (for storm drainage)

5.1.1 19.6.2 150 mm dia RCC pipe Meter 20.00 340.35 6807.005.1.2 19.6.3 250 mm dia RCC pipe Meter 30.00 455.90 13677.005.1.35.1.4

5.2 4.1 Providing and laying in position cement concreteof grade excluding the cost of centering andshuttering ‐ all work up to plinth level

5.2.1 4.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stonaggregate 40 mm nominal size) CUM 6.00 3672.80 22036.80

5.3 Constructing brick masonry road gully chamber50x45x60 cm with bricks of class designation 75 incement mortar 1:5 (1 cement : 5 fine sand)including 500 x 450 mm (heavy duty) precast RCChorizontal grating with frame complete as perstandard design:

5.3.1 19.27.1 with FPS bricks Each 2.00 3774.95 7549.90

[A] 50070.70

50070.70TOTAL D.S.R. 2013

SECTION ‐ V

Page...14



(DSR‐2013)QTY.



[3] EXTERNAL WATER SUPPLY SYSTEMDISTRIBUTION NETWORK FOR FRESH WATERSUPPLY(D.S.R. 2013 ITEMS)

6.1 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including ,trenching and refilling etc.

external works6.1.1 18.12.1 15mm nominal bore RM 5 156.60 783.00 6.1.2 18.12.2 20mm nominal bore RM 10 186.25 1,862.50 6.1.3 18.12.3 25mm nominal bore RM 5 238.95 1,194.75 6.1.4 18.12.4 32mm nominal bore RM 0 274.60 ‐ 6.1.5 18.12.5 40mm nominal bore RM 15 327.15 4,907.25 6.1.6 18.12.6 50mm nominal bore RM 25 392.50 9,812.50

6.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :external works

6.2.1 18.17.1 25mm nominal bore Each 1 427.80 427.80 6.2.2 18.17.2 32mm nominal bore Each 1 500.35 500.35 6.2.3 18.17.3 40mm nominal bore Each 1 584.20 584.20 6.3.3 18.17.4 50mm nominal bore Each 1 749.40 749.40

6.4 Providing and filling sand of grading zone V orcoarser grade all‐round the G.I. pipes in externalwork.

6.4.1 18.41.1 15mm nominal bore RM 5 61.55 307.75 6.4.2 18.41.2 20mm nominal bore RM 10 62.40 624.00 6.4.3 18.41.3 25mm nominal bore RM 5 64.05 320.25 6.4.4 18.41.5 40mm nominal bore RM 15 66.55 998.25 6.4.5 18.41.6 50mm nominal bore RM 25 69.05 1,726.25

6.5

18.59

Providing and fixing C.I. double acting air valve ofapproved quality with bolts, nuts, rubberinsertions etc. complete (The tail pieces, tapersetc if required will be paid separately) :

6.5.1 18.59.1 50 mm dia Each 1 4773.30 4,773.30

6.6 18.32.1 Constructing masonry chamber 30x30x50cm,inside with 75 class designation brick work incement mortar 1:4 (1 cement:4 coarce sand) forstop cock complete with C.I. surface box100x100x75mm (inside) with locking arrangementand RCC top slab 1:2:4 mix (1 cement : 2 corasesand: 4 graded stonr aggregate 20mm nominalsize) necessary excavation foundation concret1:5:10 (1 cement:5 fine sand : 10 graded stoneaggregate 40 mm nominal size) and insideplastering with cement mortor 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standarddesign.

Each 2 1,101.70 2,203.40

SECTION‐ VI

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6.7 2.10 Excavating trenches of required width for pipes,cables etc. including excavation for sockets anddressing of sides, ramming of bottom depth upto1.5 M including getting out the excavated soil(HARD OR SOFT) and then returning the soil asrequired in layers not exceeding 20 cms in depthincluding consolidating each deposited layer byramming, watering etc. and disposing of surplusexcavated soil as directed within a lead of 50m.[hard/Dense soil]

6.7.1 2.10.1 All kind of soil6.7.1.1 2.10.1.2 Pipes,cables etc.exceeding 80mm dia.but not

exceeding 300mm dia. Mtr. 60 192.75 11,565.00

6.8 SR 2.11(p.g‐7Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5m,butnot exceeding 3 m.(Rate is over correspondingbasic item for depth up to 1.5 metre).

Mtr. 1 260.21 156.13

6.8.1 10.2 Structual steel work welded in built up sections,trusses and framed work including cutting,hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

kg 25 73.65 1,841.25

6.9 18.13.2 Making connection of GI distribution branch withGI main of 50‐80mm nominal bore by providingand fixing tee, including cutting and threading thepipe etc. complete. Item 2 721.95 1,443.90

6.10 Providing & fixing of Garden hydrant outletconsisting 1 No. 20mm dia. Ball valve, Bib cock(Brass) for connecting rubber hose, pipes &fittings including brick masonary chamber300x300x500mm.

6.10.1 18.15 Bib Cock ‐ 20mm 280.05 6.10.2 18.18 Ball Valve ‐ 20mm 407.40

TOTAL Each 2 687.45 1,374.90


Page...16

S.N. DESCRIPTION OF ITEM SCH.NO QUANTITYUNIT RATES AMOUNT

1 Clearing jungal including uprooting of rank vegetationsgrass,bush,wood trees and saplings of grith upto 30 cm.measured at a height of 1 meter above ,ground level & removalof rubbish upto a distance of 50 meters out side the periphery ofarea cleared.

PWD-259 810.00 SQM 3.50 2835.00

2 Excavation in foundation in ordinary soil ( loam,clay or sand)including lift up tp 1.5 M and lead up to 30 M and including fillingwatering and ramming of excavated earth in to the trenches or into the space between the building and the side of foundationtrenches.

PWD-251 486.82 CUM 85.00 41379.29

3Supplying and filling in plinth with local sand under floors,including watering, ramming, consolidating and dressingcomplete. AR 93.35 CUM 801.60 74826.82

4 Providing and laying in cement concrete 1:4:8 (1 cement :4coarse sand : 8 graded stone aggregate 40 mm nominal size)and curing complete,including cost of form-work,in foundationand floors

PWD -

281 106.32 CUM 5100.00 542239.71

5 Providing and injecting chemical emulsion forpreconstructional antitermite treatment and creating achemical barrier under and alround the column pits walltrenches basement excavation top surface if plinth fillingjunction of wall and floor, along the the external perimeter ofbinding expansion joints, surrounding of pipes and conduitsetc, complete (plinth area of the building at ground floor onlyshall be measured as per I.S.6313(Part II 1981)Alderineemulsifiable concentrate or any other approved material suchas Heptrachlor or Chlordane will be used. The rate ofapplication of chemical emulsion shall be as follows :(1)Treatment for masonary & foundation 5 liters per sqm.(2) Back fill in immediate contact with foundation 7.5 liters/sqm

(3) Treatment of top surface of plinth filling 5 liters/sqm

(4)Treatment junction of wall and the floor 7.5 liters /sqm(5)Treatment of soil along external perimeter of building 7.5liters/sqm.

(6) Treatment of soil under apron along external perimter 5

liters/sqm.(As per manufacturer's standard dilution) 675.18 SQM 240.00 162042.08

6 R.C.C. work with cement approved coarse sand and 20mm.guage approved stone grit in the proportion of 1:1.5:3 in lintels ofdoors and windows excluding supply of reinforcement and itsfixing and binding the same with 24 BWG binding wire andincluding necessary centering and shuttering etc. and alsoincluding supply of all materials, labour and tools and plants etcrequired for proper completion of the works.upto all floor levelStrength of the concrete shall not be less than M-20.

a LintelGround floor 2.69 Cu.M 8764.0 23542.10First Floor 3.00 Cu.M 8764.0 26288.52Second Floor 3.12 Cu.M 8851.6 27572.90Third floor 3.08 Cu.M 8940.2 27544.31

DETAILED ESTIMATE

AT KING GEORGE MEDICAL UNIVERSITY,LUCKNOW ,(U.P)DETAILED ESTIMATE OF PROPOSED CONSTRUCTION OF NURSES HOSTEL OF CENTRE FOR EXCELLENCE

Based On UPPWD Schedule Rate of Lucknow for the year -2013-014

1


DETAILED ESTIMATEBased On UPPWD Schedule Rate of Lucknow for the year -2013-014

Terrace Floor 0.30 Cu.M 9029.6 2679.07

b As in item 6 above but for slabsGround floor 109.91 Cu.M 9064.00 996195.97First Floor 104.90 Cu.M 9064.00 950830.64Second Floor 77.28 Cu.M 9154.64 707492.37Third floor 77.16 Cu.M 9246.19 713443.88Terrace Floor 17.98 Cu.M 9338.65 167868.04

d As in item 6 above but for Beam

Ground floor 123.00 Cu.M 9264.00 1139504.38First Floor 49.65 Cu.M 9264.00 459961.21Second Floor 33.13 Cu.M 9356.64 309981.18Third floor 28.94 Cu.M 9450.21 273531.88Terrace Floor 11.27 Cu.M 9544.71 107565.88

c As in item 6 above but for Column

Ground floor 31.86 Cu.M 9332.00 297317.52First Floor 30.51 Cu.M 9332.00 284719.32Second Floor 22.95 Cu.M 9425.32 216311.09Third floor 22.95 Cu.M 9519.57 218474.20Terrace Floor 11.57 Cu.M 9614.77 111281.34

e As in item 6 above but for Footing /Pile cape 455.11 Cu.M 7964.00 3624520.62

8 Class 150 brick work in 1:6 ( 1 cement 6 C/Sand) of 1.25 F.M.

mortar (As per SOR) in foundation

A.R(as/ differenc

e)24.52 CUM 4750.00 116491.12

9 Class 150 brick work in 1:6 ( 1 cement 6 C/Sand) of 1.25 F.M.mortar (As per SOR)

A.R

230 MM Thick Brick Wall in Super Stru.Ground floor 121.24 CUM 5130.00 621975.76First Floor 100.79 CUM 5181.30 522199.43Second Floor 89.09 CUM 5232.60 466190.44Third floor 89.09 CUM 5283.90 470760.93Terrace Floor 44.59 CUM 5335.20 237907.84

10 Class 150 brick work in 1:4 ( 1 cement 4 C/Sand) of 1.25 F.M.mortar (As per SOR) A.R

115 MM Thick Brick Wall in Super Stru.

Ground floor 30.87 CUM 5420.00 167333.21First Floor 27.14 CUM 5474.20 148591.45Second Floor 32.11 CUM 5528.40 177535.65Third floor 32.11 CUM 5582.60 179276.20Terrace Floor 14.78 CUM 5636.80 83322.44

11 P/F Mild steel or iron in plain work such as reinforced concreteor reinforced, brick work (when not included in over all rates )wrought to required shape as necessary including bendingfor proper completion of the work and including supply of steelits wastage bend hooks and authorised over lapping shall bemeasured upto floor two level.

(PWD- 504)

Ground floor 1085.54 Qtl 6800.00 7381670.40First Floor 265.97 Qtl 6800.00 1808580.90Second Floor 173.68 Qtl 6800.00 1181000.29Third floor 166.98 Qtl 6800.00 1135490.95Terrace Floor 59.29 Qtl 6800.00 403198.89

2



12 12 mm cement plaster of mix : DSR-13 41:6 (1 cement: 6 coarse sand) 13.4.2 2584.89 SQM 142.25 367701.22

13 15 mm cement plaster Roughf Surface of mix :(As per DSR ItemNo. 13.5):

DSR-13.5

1:6 (1 cement: 6 coarse sand)(As per DSR Item No. 13.5.2) 13.5.2 5508.52 SQM 164.75 907529.37

14 6 mm cement plasteri to ceiling (1 cement : 3 coarse sand) 13.161:3 (1 cement : 3 fine sand) 2401.39 SQM 120.35 289007.72

15 2cm.(3/4") thick cement plaster in dado or skirting in 1:2consisting of one part of cement and 2 parts of approved coarsesand laid in panels,finished with 3mm.(1/8") floating coat of neatcement or cement and marble dust in ratio of 5:1 includingsupply of all materials,alabour and T&P etc. required for propercompletion of the work.

pwd-597

161.88 SQM 200.00 32376.42

16 40mm thick 1:2:4 plain cement concrete flooring with cementapproved coarse sand and 2cm Graded approved stone grit laidin panels finished with 3mm floating coat of neat cement ofcement and marble dust in ratio of 5:1 as specified ove andincluding 8cm thick base concrete and brick ballast 4cm gaugein the proportion of 1:4:8 and removing and any over lappingmortar add the joints of the panels if any and giving than uniformfinishing including supply of all materials,labour and T&P etc.required for proper completion of the work.

PWD-605 656.53 SQM 350.00 229785.50

17 Providing and laying Ceramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st qualityconforming to IS : 15622 of approved make in colours such asWhite, Ivory, Grey,Fume Red Brown, laid on 20 mm thickcement mortar 1:4 (1 Cement : 4 Coarse sand), includingpointing the joints with white cement and matching pigment etc.,

DSR-11.37

116.43 SQM 822.10 95717.60

18 Providing and fixing quality ceramic glazed wall tiles conformingto IS:15622( thickness to specified by the manufacture)ofapproved make in all colours , shades excepted burgundy, bottlegreen,black of any size as approved by Engineer -in-charge inskirting ,risers of steps and dado over 12 mm thick bed ofcement mortar 1:3 (1 cement :3 coarse sand) and jointing withgry cement slurry @ 3.3.kg per sqm including pointing in whitecement mixed with pigment of matching shade complete.

DSR-11.36

721.21 SQM 793.60 572354.80

19 Providing and fixing 18mm thick gang saw cut mirror polishedpremoulded and prepolished) machine cut for kitchen platforms,vanity counters, windows sills, facias and similar locations ofrequired size of approved shade, colour and texture laid over20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand)with joints treated with white cement, mixed with matchingpigment, epoxy touch ups, including rubbing, curing, mouldingand polishing to edge to give high gloss finish etc. complete at alllevels

DSR-8.2

Granite of any colour and shade. 8.2.2Area of slab upto 0.50 sqm 8.2.2.1 156.68 SQM 3724.70 583586.18

20 Kota stone slab flooring over 20 mm (average) thick base laidover and jointed with grey cement slurry mixed with pigment tomatch the shade of the slab including rubbing and polishingcomplete with base of 1:4 (1 cement :4 coarse sand):

DSR-11.26

523.80 SQM 1071.70 561354.13

21 Kota stone slab 25mm thick in riser of steps, skirting ,dado andpillars laid of 12 mm ( average) thick cement mortar 1:3 (1cement 3 coarse sand ) and jointed with grey cement slurrymixed with pigment to match the shade of the slabs, includingrubbing and polishing complete

dsr-11.27

148.44 SQM 1100.85 163415.24

22 Extra for pre finished nosing in treads of steps of Kota stone/sand stone slab.

DSR-11.31

433.05 RM 68.45 29642.51

3



23 Providing and laying vitrified floor tiles in different size (thicknessto be specified by the manufacture) with water absorption's lessthan 0.08% and conforming to IS:15622 of approved make in allcolours and shades,laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with whitecement and matching pigments etc, complete.

DSR-11.41.2

Size of Tile 600x600mm 1187.04 SQM 1402.55 1664880.17

24 Providing and laying Vitrified tiles in different sizes (thickness tobe specified by manufacturer), with water absorption less than0.08 % and conforming to I.S. 15622, of approved make, in allcolours & shade, in skirting, riser of steps, over 12 mm thick bedof cement mortar 1:3 (1 cement: 3 coarse sand), includinggrouting the joint with white cement & matching pigments etc.complete

DSR-11.46.2

Size of tile 600x600 mm 92.14 SQM 1411.45 130044.09

25 Providing and Fixing Antiskid Vitrified pavement Wall/Floor tiles300x200mm thick laid on 20mm thick cement mortar 1:4 1cement: 4 coarse sand] with Tile Adhesive [3-4mm thickness]and jointing with Tile Grout as per approved colour & Shade byEngineer in-Charge.

N.S 39.40 SQM 1933.00 76160.20

26 Making grooves 10 to 12 mm wide x 8mm deep in plaster ofthe walls or in ceiling vertically or horizontally as required.

pwd-5982500.00 RM 20.00 50000.00

27 Mild steel or iron work of small sizes and sections such asholding down bolts,hold fast tierods,gratings etc. ( when notincluded in an over all rates) wrought to required fromincluding supply of steel and its wastage including cost ofbolts, nuts if required for and welding, grinding and makingholes as required completion of work.PWD 502)

a Providing & fixing Z-section windows pwd-503 4704.89 KG 75.00 352867.05b Providing & fixing of door / windows grill. pwd-502 3102.82 KG 69.00 214094.30c Angle iron door frame pwd-502 1616.54 KG 69.00 111541.12

28 S/F of fixing of pre-laminated Flush doors, commercialquality conforming to IS 2202 Part-1 (1983) includingfixing of wooden cleat and stoppers and fixint andadjustment of hinges, bolts, locks, handle, springs andother fittings but excluding their supply and includingpainting with two of black Japan paint on all iron fitting if

AR

Fitting with necessary screws etc complete. (As per A.R.)216.51 SQM 3546.00 767744.46

29 Supplying & Fixing Stainless Steel Railing [Hollow Section 1.8mm thick comprising of top rail 50mm dia , vertical post 38mmdia @ 900 c/c and parallels 19mm 3Each with flange 75mm diafixed to RCC /Brick surfaces with stainless steel fitting etc. (oneEach post) all as specified & directed by Engineer-in-charge. N.S 53.60 RM 7900.00 423440.00

30 Distempering (Two coat) with oil bound distemper ofapproved brand and manufacture & of required shade onundecorated wall surface to give an even shade over &including a priming coat with cement primer of approved brand& manufacture such as Berger,J&N, Shalimar,Asian paints afterthoroughly brushing the surface free from mortar droppings&other foreign matters & also including preparing the surfaceeven with plaster of paris or approved synthetic material & sandpapered smooth including cost of all materials.

(PWD 649+650 )

7188.70 SQM 60.00 431322.28

31

Providing and applying white cement based putty of averagethickness 1 mm, of approved brand and manufacturer, over theplastered wall surface to prepare the surface even and smoothcomplete.

DSR-13.8

9625.62 SQM 85.40 822027.52

4



32 Wall painting with acrylic emulsion paint of approved brand andmanufacture to give an even shade : Two or more coats on newwork

DSR-13.60.1 2436.91 SQM 71.65 174604.63

33 Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs,balconies, terraces etc conisting of following operations: a) Applyaing aslurry coat of neat cement using 2.75 kg/sq. of cement admixed withwater prrofing compound conforming to IS. 2645 and aproved byEngineer-in-charge over the RCC slab including adjoining walls upto300mm height including cleaning the surface before treatment. b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand)admixed with water proofing compound conforming to IS: 2645 andapproved by Engineer-in-charge over 20 mm thick layer of cementmortar of mix 1:5 (1 cement : 5 coarse sand) admixed with waterproofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto300 mm height including rounding of junctions of walls and slabs c) Aftertwo�� DSR-22.7With average thickness of 120mm and minimum thickness atkhurra as 65 mm.

22.7.1702.00 SQM 882.60 619585.20

34 Providing and laying water proofing treatment in sunken portionof WCs, bathroom etc., by applying cement slurry mixed withwater proofing cement compound consisting of applying : a) Firstlayer of slurry of cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/sqm. This layer will beallowed to air cure for 4 hours. b) Second layer of slurry ofcement @ 0.242 kg/sqm mixed with water proofing cementcompound @ 0.126 kg/sqm. This layer will be allowed to air curefor 4 hours followed with water curing for 48 hours. The rateincludes preparation of surface, treatment and sealing of alljoints, corners, junctions of pipes and masonry with polymer

i d l

DSR-22.5

143.48 sq.m. 255.00 36586.43

35

36 Applying primer coat over new steel and other metal surfaceafter paint including preparing the surface by throughtly cleaningoil grease dirt and other forgine matter and scoured with wirebrushes fine steel /wood scrappers sand papring and knottingincluding coat of all and supply of all materials,labour and T&Petc. required for proper completion of the works (pwd-

641+642)

631.04 SQM 76.00 47958.98

37 Providing & laying painting on wood works (pwd-641+642) 433.02 SQM 80.00 34641.60

38a Providing and fixing ISI marked S.S.Sliding door bolt size16mmx300mm finish SS Matt fixed with necessary bolts screwsetc. complete as directed by Engineer-in-charge. (Size 16MM x300mm ) (Make:-Godrej/Ozone/Dorma)

N.S 76.00 Each 750.00 57000.00

5



38 b Providing and fixing ISI marked S.S.Sliding door bolt size16mmx250mm finish SS Matt fixed with necessary bolts screwsetc. complete as directed by Engineer-in-charge.(Size 16MM x250mm ) (Make:-Godrej/Ozone/Dorma)

N.S 38.00 Each 710.00 26980.00

39Providing of SS finish (304/202 grade) Tower Bolt withnecessary screws etc. complete as per design & approved byEngineer in Charge. (Make:-godrej /Ozone/Dorma)250 mm Long N.S 120.00 Each 150.0 18000.00200mm Long N.S 88.00 Each 90.0 7920.00

40 Providing of SS finish (304/202 grade) Handles with necessaryscrews etc. complete as per design & approved by Engineer inCharge. ( 125 mm long) (Make:-Godrej /Ozone/Dorma) N.S 208.00 Each 67.0 13925.60

41 Providing & fixing S.S.Door Stopper size 65x2.5MM finish SSMatt with necessary Screws etc., complete.(Make:-Godrej/Ozone/Dorma) N.S 64.00 Each 140.00 8960.00

42 Providing & fixing glass panes with putty and glazing clips insteel doors windows, clerestory windows, all complete with 5.5mm thick glass panes.

DSR-10.30.2

186.43 Sq.M 944.90 176153.93

43 Providing and fixing aluminium die cast body tubular typeuniversal hydraulic door closer (having brand logo with ISI, IS :3564, embossed on the body, door weight upto 35 kg and doorwidth upto 700 mm), with necessary accessories and screwsetc complete

dsr-9.83

60.00 Each 737.35 44241.00

44 Providing and fixing 1mm thick M.S. sheet door with frame of40x40x6 mm angle iron and 3 mm M.S. gusset plates at thejunctions and corners, all necessary fittings complete, includingapplying a priming coat of approved steel primer.Using M.S.angels 40x40x6 mm for diagonal braces

DSR-10.5.1

2.55 Sq.M 2942.00 7502.10

45 Supplying and Fixing Drapery rods 30mm dia of M.S Pipe ofthickness 1.6mm with powder coating (wooden finish) includingmetal brackets, rings and ends all as specified. Fixed to brickwalls/RCC lintels with dash fastners.

N.S

176.27 Rm 180.00 31728.60

46 Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded woodparticle board IS: 12823 marked, exterior grade (Grade l Type ll),having one side decorative lamination and other side balancinglamination, including IInd class teak wood lipping of 25 mm widex12 mm thick with necessary screws and bright finishedstainless steel piano hinges, complete as per direction of theEngineer-in-Charge

DSR-9.129

204.00 Sq.M 1585.55 323452.20

6



47 Providing and fixing aluminium tower bolts ISI market anodised(anodic coating not less than grade AC 10 as per IS: 1868)trasparent of dyed to required or shade with necessary screwsetc. complete

DSR-9.97.4

150 x10 mm 136.00 each 62.75 8534.001050 x10 mm 136.00 each 49.85 6779.60

48 Providing and fixing aluminium handle ISI market anodised(anodic coating not less than grase AC as per IS:1868)transparent or dyed to required colour or shade with necessaryscrews etc.complete:

DSR-100.2

100mm 272.00 each 52.80 14361.6049 Providing and fixing magnetic catcher of approved quality in

cupboard / ward robe shutters, including fixing with necessaryscrews etc. complete.

DSR-9.114

Double strip (horizontal type) 9.114.2 204.00 each 22.55 4600.20

50 Boring, Providing and installing cast in situ single under reamed piles ofspecified diameter and length below pile cap in M-25 cement concrete,to carry a safe working load not less than specified,excluding the cost ofsteel reinforcement but including the cost of boring with bentonitesolution and the length of the pile to be embedded in pile cap etc. allcomplete. (Length of pile for payment shall be measured upto to thebottom of pile cap) :

dsr-20.3

400 mm dia piles 20.3.2 2248.00 RM 2471.20 5555257.60

51 Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform and preparation of pile head orconstruction of test cap and dismantling of test cap after testetc.complete as per specification & the direction of Engineer in-charge.

DSR-20.6

Single pile upto 50 tonne capacity 20.6.1Initial test 20.6.1.1

2.00per test 38561.80 77123.60

Routine test 20.6.1.22.00

per test 17422.50 34845.00

52 Providing and fixing glass strips in joints of terrazo/ cementconcrete floors. 40 mm wide and 4 mm thick

DSR-11.13.1 1969.59 meter 33.80 66572.14

53 Steel work welded in built up sections/ framed work, includingcutting,hoisting, fixing in position and applying a priming coat ofapproved steel primer using structural steel etc. as required.

DSR-10.25

In stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete

10.25.180.00 kg 74.30 5944.00

54 Providing and fixing fly proof wire gauge to windows,clerestorywindows & doors with m.s. flat 15x3 mm and nuts & boltscomplete.

DSR-10.29

galvanised m.s. wire gauze with .63 mm dia wire and 1.4 mmaperature on both sides

10.29.161.20 Sq.M 512.95 31392.54

TOTAL 42922717.63

Say Lacs429.23

7

ESTABLISHMENT (CIVIL WORKS) OF CENTRE FOR EXCELLENCE FORNURSING MIDWIFERY TRAININGAT KGMU , LUCKNOW

Name of Work : Internal Plumbing Work

(DSR‐2013)QTY.


1.1 17.1 Providing and fixing water closet squatting pan(Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcistern, including flush pipe, with manuallycontrolled device (handle lever) conforming to IS :7231, with all fittings and fixtures complete,including cutting and making good the walls andfloors wherever required :

1.1.1 17.1.1 White Vitreous china Orissa pattern W.C. pan ofsize 580x440 mm with integral type foot rests

Each 12 3,265.25 39,183.00

1.2 17.78 Providing and fixing white vitreous china extendedwall mounting water closet of size 780x370x690mm of approved shape including providing & fixingwhite vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/6 litre (adjustable to 4litre/8 litres), including seat cover, and cisternfittings, nuts, bolts and gasket etc complete.

Each 10 9,965.25 99,652.50

1.3 17.7 Providing and fixing wash basin with C.I.brackets,15 mm C.P. brass pillar taps, 32 mm C.P. brasswaste of standard pattern, including painting offittings and brackets, cutting and making good thewalls where required :

1.3.1 17.7.3 White vitreous china flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar taps.

Each 0 1,971.35 ‐ 1.3.2 17.7.8 White Vitreous China Surgeon type wash basin of

size 660x460 mm with a pair of 15 mm C.P. brasspillar taps with elbow operated levers Each 0 3,748.45 ‐

1.3.3 17.7.1 White vitreous china flat back wash basin size 630x 450 mm with a pair of 15 mm C.P. brass pillartaps. Each 30 2,174.65 65,239.50

1.3.4 8.10 Providing & fixing stone slab table rubbed, edgesrounded and polished of size 75 X 50cm deep and1.8 cm thick fixed in urinal patitions by cuttingchase of appropriate width with chase cutter andembedding the stone in chase with epoxy grout orwith cement concrete 1:2:4 ( 1 cement : 2 coarsesand : 4 graded stone aggregste 6mm nominalsize) as per Engineer‐in‐charge and finishedsmooth

8.10.1 White Agaria Marble Stone sqm 2 2,893.70 5,787.40

SUBHEAD‐I (A): SANITARY INSTALLATIONS (As per D.S.R.2013)

DETAILED ESTIMATE


Page...2


(DSR‐2013)QTY.



1.4 17.80 Providing and fixing white vitreous china batterybased infrared sensor operated urinal of approx.size 610 x 390 x 370 mm having pre & post flushingwith water ( 250 ml & 500 ml consumption),having water inlet from back side, including fixingto wall with suitable brackets all as permanufacturers specification and direction ofEngineer‐in‐charge..

Each 2 16,681.05 33,362.10

1.5 17.10 Providing and fixing Salem Stainless Steel A ISI 304(18/8) kitchen sink as per IS: 13983 with CIbrackets and stainless steel waste with plug 40mmincluding painting of fittings and brackets, cuttingand making good the walls wherever required.

1.5.1 17.10.1 Kitchen sink with drain board 17.10.1.3 510X1040mm bowl depth 200mm. Each 1 5,889.40 5889.4

1.5.2 17.10.2 Sink without drain board (For JC)17.10.2.1 610X510 mm bowl depth 200mm. Each 1 4,290.80 4290.8

1.6 17.11 Providing and fixing white vitreous chinalaboratory sink with C.I. brackets, C.P. brass chainwith rubber plug, 40 mm C.P brass waste and40mm C.P. brass trap with necessary C.P. brassunions complete, including painting of fittings andbrackets, cutting and making good the wallwherever required :

1.6.1 17.11.1 Size 450x300x150 mm Each 0 2,173.60 0

1.7 17.28 Providing & fixing PVC waste pipe for sinkoncluding PVC waste fitting Complete

1.7.1 17.28.2 Flexible Pipe1.7.1.1 17.28.2.1 32mm Dia Each 2 72.55 145.10

1.8 17.32 Providing and fixing mirror of superior glass (ofapproved quality) and of required shape and sizewith plastic moulded frame of approved make andshade with 6 mm thick hard board backing :

1.8.1 17.32.1 Rectangular shape 453x357 mm Each 10 856.65 8,566.50

1.9 17.70 Providing and fixing PTMT Bottle Trap for Washbasin and sink.

1.9.1 17.70.1 Bottle trap 31 mm single piece moulded withheight of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mmbreadth with 25 mm minimum water seal,weighing not less than 260 gms. Each 30 408.25 12,247.50

1.9.2 17.70.2 Bottle trap 38 mm single piece moulded withheight of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mmbreadth with 25 mm minimum water seal,weighing not less than 260 gms.(sink & urinal)

Each 4 440.75 1,763.00

Page...3


(DSR‐2013)QTY.



1.10 17.71 Providing and fixing PTMT liquid soap container109 mm wide, 125 mm high and 112 mm distancefrom wall of standard shape with bracket of thesame materials with snap fittings of approvedquality and colour weighing not less than 105 gms.

Each 16 181.75 2,908.00

1.11 17.72 Providing & fixing PTMT towel ring trapezoidalshape 215 mm long 200 mm wide with minimumdistance of 37 mm from wall face with concealedfittings arrangement of approved quality andcolour weighing not less than 88 gms

Each 30 174.8 5,244.00



1.13 18.51 Providing and fixing C.P. brass long body bib cockof approved quality conforming to IS standardsand weighing not less than 690 gms.


1.14 18.53 Providing and fixing C.P. brass angle valve forbasin mixer and geyser points of approved qualityconforming to IS 8931 a) 15 mm nominal bore.

1.14.1 18.53.1 15 mm nominal bore Each 84 506.7 42,562.80

1.15 17.34 Providing and fixing toilet paper holder :1.15.1 17.34.1 C.P. brass Each 22 339.85 7,476.70

1.16 18.64 Providing & fixing PTMT swivelling shower, 15mmnominal bore.weighing not less than 40 gms.

Each 14 114.4 1,601.60

1.17 17.73 Providing and fixing PTMT towel rail complete withbrackets fixed wooden cleats with CP brass screwswith concealed fittings arrangement of approvedquality and colour.

1.17.1 17.73.2 600 mm long towel rail with total length of 645mm, width 78 mm and effective height of 88 mm,weighing not less than 190 gms Each 14 448.4 6,277.60


Page...4


(DSR‐2013)QTY.



1.1 MR Recieving, storing, handling, shifting, installation,testing and commissioning of C.P. brass showerarm with wall flange. (Make: Jaquar Model No‐SHA 477 or equivalent) Each 14 702.00 9,828.00

1.4 TOTAL C/F TO SUMMARY 9,828.00

Providing and fixing cast iron trap of self cleansingdesign with cast iron screwed down or hingedgrating with or without vent arm complete,including cost of cutting and making good the wallsand floors.

2.1 17.60.1 100 mm inlet and 100 mm outlet centrifugally cast(spun) iron S&S. Each 25 938.05 23,451.25

2.1.112.22 Making khurras 45x45cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate20 mm nominal size) over PVC sheet 1m x 1m x400 micron, finished with 12mm cement plaster1:3 (1 cement:3 coarse sand) and a coat of neatcement, rounding the edges, making and finishingthe outlet complete

Each 11 167.45 1,841.95

SUBHEAD‐I(B): SANITARY INSTALLATIONS (NON‐SCHEDULED ITEMS)

SUBHEAD‐II(A): INTERNAL DRAINAGE INSTALLATIONS (As per D.S.R.2013)

Page...5


(DSR‐2013)QTY.



2.212.44 Providing and fixing to the inlet mouth of rain

water pipe cast iron grating 15 cm diameter andweighing not less than 440 grams. Each 25 37.25 931.25

2.317.35 Providing and fixing soil, waste, vent and rain

water pipes 2.3 Centrifugally cast (spun) iron S&S pipe

17.35.1.2

100mm dia cast (spun) iron S&S pipe

Rm 294 952.50 280,035.00 2.3.1

17.37 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.

2.4 17.37.1 For 100mm dia. Pipe Each 118 140.65 16,596.70 2.4.1

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

2.5 17.38.1 100x100x100mm2.5.1 17.38.1.2 Centrifugally cast (spun) iron pipe S&S Each 52 384.45 19,991.40 2.5.1.1

17.39 Providing and fixing plain bend of required degree.

2.6 17.39.1 100mm dia2.6.1 17.39.1.2 Sand cast iron S&S as per IS : 3989 Each 13 334.50 4,348.50 2.6.1.1

17.40.1.2 Providing and fixing heel rest sanitary bend, in100mm Centrifugally cast (spun) iron pipe S&S Each 15 370.50 5,557.50

2.717.42 Providing and fixing double equal plain junction of

required degree. 2.8 17.42.1 100x100x100x100 mm2.8.1 17.42.1.2 Sand cast iron S&S as per IS ‐ 3989 Each 35 746.80 26,138.00 2.8.1.1

17.43 Providing and fixing single equal plain junction ofreqd. degree with access door, insertion rubberwasher 3mm thick, bolts and nuts complete.

2.9 17.43.1 100x100x100mm2.9.1 17.43.1.2 Standard cast (spun) iron pipe IS‐3989 Each 60 622.55 37,353.00 2.9.1.1

17.44 Providing and fixing single equal plain junction ofrequired degree :

2.10 17.44.1 100X100X100mm2.10.1 17.44.1.2 Sand cast iron S&S as per IS ‐ 3989 Each 51 574.90 29,319.90

17.48 Providing and fixing single unequal plain junctionof required degree

Page...6


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2.11 17.48.1 100x 100x75 mm2.11.1

17.55 Providing and fixing door piece, insertion rubberwasher 3mm thick, bolts & nuts complete :

2.12 17.55.1 100 mm2.12.1 17.55.1.2 Providing and fixing door piece, insertion rubber

washer 3mm thick, bolts and nuts complete, in100mm Centrifugally cast (spun) iron pipe S&S

Each 32 512.20 16,390.40 2.12.1.1

17.56 Providing and fixing terminal guard:2.13 17.56.1 100mm2.13.1 17.56.1.2 Sand cast iron S&S as per IS ‐ 3989 Each 14 433.20 6,064.80 2.13.1.1

17.57 Providing and fixing collar.2.14 17.57.1 100mm2.14.1 17.57.1.2 Centrifugally cast (spun) iron pipe S&S Each 29 317.05 9,194.45 2.14.1.1

17.65 Painting sand cast iron / centrifugally cast iron(spun) iron soil, waste and vent pipes and fittingswith paint of any colour such as chocolate, grey orbuff etc. over a coat of primer (of approval quality)for new work

2.15 17.65.1 100mm dia cast (spun) iron S&S pipe Rm 176 33.85 5,957.60 2.15.1

17.58 Providing lead caulked joints to spun iron or C.I.pipes and specials, including testing of joints butexcluding the cost of pig lead :

2.16 17.58.1 100 & 150 mm diameter pipe Each 318 232.30 73,871.40 2.16.1

18.58 Providing and fixing PTMT grating of approvedquality and colour

2.17 18.58.1 Circular type2.17.1 18.58.1.1 100 mm nominal dia Each 33 44.20 1,458.60 2.17.1.1

19.2 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand: 10 graded stone aggregate40 mm nominal size) alround SW including bedconcrete as per standard design

2.18 Note: This work shall be done all‐round CI pipe atground floor's toilet.

19.2.1 100mm diameter Rm 118 543.55 64,138.90 2.18.1

19.18 Supplying and fixing C.I. cover without frame formanholes :

2.19 19.18.3 560 mm diameter C.I. cover (heavy duty) theweight of the cover to be not less than 108 kg Each ‐ 5,880.70 ‐

2.19.1


AGE INSTALLATIONS (NON‐SCHEDULED ITEMS)

Page...7


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M.R. Providing and fixing soil, waste and vent includingall fittings (plain or door) e.g. bends, junctions,cowls, offsets, access pieces jointing with refinedsolvant joint (dripseal/pipseal) with 25mm deepdrip seal joints including holder bat clamps ofapproved design to sand cast iron (spun) pipeembedded, cement concrete block 10x10x 10 cmof 1:2:4 ( 1 cement: 4 coarse sand: 4 graded stoneaggregate 20 mm nominal size), cutting holes inwall and floors, excavation, refilling and disposal ofsurplus earth where required and marked goodcomplete.

2.1 150mm dia cast (spun) iron S&S pipe Rm 75 2,597.00 194,775.00 2.1.1

M.R. Providing and fixing G.I. Inlet fitting of suitable sizewith 2 & 3 Nos. G.I. Socket 32 & 40 welded G.I.pipe and dipped in hot bitumen complete in allrespect.

Page...8


(DSR‐2013)QTY.



2.22.2.1

M.R Providing and fixing floor drain & balcony drainmade of 100 x 50 dia elbow / tee as applicableconnected with 50 dia GI pipe painted with primer,two coats of black bituminastic paint,wrapping 1mm thick PVC tape and final coat of blackbituminastic paint B109 complete in all completeincluding cutting and making good the walls andfloor wherever required

Each 8 948.00 7,584.00 2.3

M.R. Providing and fixing flanged cleanout plug withM.S. flanged tail pieces, blind flange, 6mm dia nut& bolts, gasket and washers fixed to C.I. Pipe withdrip seal joint complete in all complete includingcutting and making good the walls and floorwherever required

2.4 with 100 mm dia. Pipe Each 14 1,026.00 14,364.00 2.4.1

M.R. Providing and fixing 100mm diameter C.P. Brasscleanout plug with M.S. flanged tail pieces, 6mmdia nut & bolts, gasket and washers fixed to C.I.Pipe with drip seal joint complete in all completeincluding cutting and making good the walls andfloor wherever required.

2.5 with 100 mm dia. Pipe

Each ‐ 1,143.00 ‐ 2.5.1

M.R. Providing and fixing 100 mm dia Pressure Gaugeson sump pumps

Each ‐ 670.82 ‐ 2.6


PLY INSTALLATIONS (As per D.S.R.2013)

Page...9


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17.30 Providing and fixing in position 25 mm diametermosquito proof coupling of approved municipaldesign. Each 6 38.45 230.70

3.118.8 Providing and fixing CPVC pipes having thermal

stability for hot and cold water supply including allCPVC plain and brass threaded fittings includingfixing the pipe with clamps at 1.00 mt spacing. thisincludes jionting of pipes and fittings with one stepCPVC solvent cement and the cost of cuttingchases and making good the wall same includingtesting of joints complete as per the direction ofengineer incharge

3.3 concealed work including cutting chases andmaking good the wall etc.

18.8.1 15 mm nominal outer dia pipes Rm 359 254.95 91,476.06 3.3.1 18.8.2 20 mm nominal outer dia pipes Rm 83 281.35 23,295.78 3.3.2 18.8.3 25 mm nominal outer dia pipes Rm 69 336.25 23,201.25 3.3.3 18.8.4 32 mm nominal outer dia pipes Rm 55 407.40 22,488.48 3.3.4

DSR Item 18.10

Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and makinggood the walls etc. (internal work) exposed onwall.

3.4 Exposed on wall18.10.1 15 mm dia, nominal bore Rm 15 181.35 2,720.25

3.4.1 18.10.2 20 mm dia, nominal bore Rm 35 221.50 7,752.50 3.4.2 18.10.3 25 mm dia, nominal bore Rm 60 282.30 16,938.00 3.4.3 18.10.4 32 mm dia, nominal bore Rm 20 333.50 6,670.00 3.4.4 18.10.5 40 mm dia, nominal bore Rm 75 413.25 30,993.75 3.4.5 18.10.6 50 mm dia, nominal bore Rm 115 512.10 58,891.50 3.4.6 18.12.7 65 mm dia, nominal bore Rm 0 515.55 ‐ 3.4.7

DSR Item 18.40

Painting GI pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality

3.5 18.40.1 15 mm dia, nominal bore Rm 15 5.25 78.75 3.5.1 18.40.2 20 mm dia, nominal bore Rm 35 6.15 215.25 3.5.2 18.40.3 25 mm dia, nominal bore Rm 60 7.90 474.00 3.5.3 18.40.4 32 mm dia, nominal bore Rm 20 9.35 187.00 3.5.4 18.40.5 40 mm dia, nominal bore Rm 75 10.65 798.75 3.5.5 18.40.6 50 mm dia, nominal bore Rm 115 12.65 1,454.75 3.5.6 18.40.7 65 mm dia, nominal bore Rm 0 15.60 ‐ 3.5.7

18.17 Providing and fixing of gun metal gate valve with CIwheel of approved quality (screwed ends)

3.6 18.17.1 25mm dia, nominal bore Each 2 427.80 855.60 3.6.1 18.17.2 32 mm dia, nominal bore Each 4 500.35 2,001.40 3.6.2 18.17.3 40 mm dia, nominal bore Each 2 584.20 1,168.40 3.6.3 18.17.4 50 mm dia, nominal bore Each 2 749.40 1,498.80 3.6.4

18.19 Providing and fixing gun metal non‐ return valve ofapproved quality (PN 1.6)

3.7 18.19.6.2 50 nominal bore Each 1 1,207.80 1,207.80 3.7.1

18.16.2 Providing and fixing brass stop cock of approvedquality Each 28 343.95 9,630.60

3.8

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10.2 Structual steel work welded in built up sections,trusses and framed work including cutting,hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

kg 75 73.65 5,523.75 3.9

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

3.10 18.46.1 15mm nominal bore Each 2 155.65 311.30 3.10.1 18.46.2 20mm nominal bore Each 2 178.85 357.70 3.10.2 18.46.3 25mm nominal bore Each 2 190.45 380.90 3.10.3 18.46.4 32mm nominal bore Each 2 231.15 462.30 3.10.4 18.46.5 40mm nominal bore Each 2 306.60 613.20 3.10.5 18.46.6 50mm nominal bore Each 2 379.35 758.70 3.10.6

18.49 Providing and fixing C.P. brass bib cock ofapproved quality confirming to IS:8931

3.113.11.1

18.33.1 Constructing masonry chamber 60x60x75 cm,inside with 75 class designation brick work incement mortar 1:4 (1 cement:4 fine sand) forsluice valve, with C.I. surface box 100mm, todiameter, 160mm bottom diameter and 180mmdeep (inside) with chained lid and RCC top slab1:2:4 mix (1 cement : 2 corase sand: 4 graded stonraggregate 20mm nominal size) necessaryexcavation foundation concret 1:5:10 (1 cement:5fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cementmortor 1:3 (1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat cementcomplete as per standard design.

Each 1 6,441.05 6,441.05 3.13


MR Providing and fixing GI pipes medium classconferming to IS 1239 with GI fittings includingcutting hole chase painted with primer, two coatsof enamel paints etc

3.1 80 mm dia, NB M 25 1,255.00 31,375.00 3.1.1 100 mm dia, NB M 0 1,610.00 ‐ 3.1.2

M.R. Providing and fixing brass ball valve with SS 304Stem and ball, teflon seat complete (PN‐16).

3.2 M.R. 15 mm dia nominal bore Each 8 329.00 2,632.00 3.2.1 M.R. 20 mm dia nominal bore Each 8 408.00 3,264.00 3.2.2 M.R. 25 mm dia nominal bore Each 16 499.00 7,984.00 3.2.3

SUBHEAD‐III (B) : WATER SUPPLY‐ INTERNAL WORK (NON‐SCHEDULED ITEMS)

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Providing, fixing, testing and commissioning ofmotorised butterfly valve of following dia for fillingof overhead water tank complete with high andlow level control switches to control tanks. Thelevel controllers shall be installed in iverheadtanks. The level switch will close the valve whenwater level is high in overhead tank and open thevalve when overhead water tank level is low. Thesystem should be complete in all respects withaccessories 220 V AC / 2 V DC, IP67 electrical water level control unit, copper control wiring in whetherproof casing etc. (Make:Belimo/Audco/Advance/AIP)

3.3 M.R. 50 mm dia NB Float Valve

Set 1 42,925.53 42925.533.3.1

M.R. Supply and installation of Butterfly Valves withmating flanges generally as specified all complete.PN 1.6

Page...12


(DSR‐2013)QTY.



3.4 65 mm dia nominal bore Each 4 2,797.51 11,190.06 M.R. Providing and fixing insulation with Armaflex

elastomeric nitrile rubber sheets complete withplastering.

3.5 M.R. 20 mm thick insulation with Arm flex elastomericnitrile rubber sheets for hot water & cold waterpipes exposed to sun complete with plastering

3.5.13.5.2 20 mm dia, nominal M 25 170.00 4,222.80 3.5.3 25 mm dia, nominal M 21 210.00 4,347.00 3.5.4 32 mm dia, nominal M 17 265.00 4,388.40 3.5.5 40 mm dia, nominal M 23 315.00 7,087.50 3.5.6 50 mm dia, nominal M 35 385.00 13,282.50 3.5.7 65 mm dia, nominal M 0 425.00 ‐ 3.5.8

TOTAL C/F TO SUMMARY 132,698.79 SUBHEAD‐IV (A): EXTERNAL SEWAGE INSTALLATIONS (As per D.S.R.2013)

Page...13


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4.1 Excavating trenches of required width for pipes,cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth upto1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers notexceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soilup to 1.50 m depth

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia metre 15.00 192.75 2,891.25

4.2 Providing laying and jointing glazed stonewarepipes grade ‘A’ with stiff mixture of cement mortarin the proportion of 1:1 (1 cement : 1 fine sand)including testing of joints etc. complete.


4.3 Providing and laying cement concrete 1:5:10 (1cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) alround SW pipesincluding bed concrete as per standard design.


4.4 Constructing brick masonry manhole with F.P.S.bricks in cement mortar 1 : 4 (1 cement : 4 coarsesand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2coarse sand : 4 grade stone aggregate 20mmnominal size); foundation concrete 1:4:8 mix (1cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) inside plastering12 mm thick with cement mortar 1:3 (1cement 3coarse sand ) finished with a floating coat of neatcement and making channels in cement concrete1:2:4 (1cement : 2 coarse sand: 4 graded stoneaggregate 20 mm nominal size) finishd with afloating coat of neat cement complete as perstandard design

4.4.1 19.7.1.1 Inside size 90 x 80 cm & 45 cm deep including CIcover with frame (light duty) 455 x 610mm internaldimension total wt. of cover & frame to be not lessthan 38 kg (wt. of cover 23 kg and wt. of frame 15kg)

each 3.00 8062.70 24,188.10 19.7.2.1 Inside size 120 X 90 cm. and 90 cm. deep

including CI cover with frame (medium duty) 500mm internal diameter, total weight of cover andframe to be not less than 116 kg (wt of cover 58 kgand wt. of frame 58 kg.) each 5.00 17592.00 87960.00

Page...14


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4.3 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910, on 12 mm dia steel bar conforming to IS :1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm andwidth as 165 mm with minimum 112 mm spacebetween protruded legs having 2 mm tread on topsurface by ribbing or chequering besides necessaryand adequate anchoring projections on tail lengthon 138 mm as per standard drawing and suitableto with stand the bend test and chemicalresistance test as per specifications and havingmanufacture's permanent identification mark tobe visible even after fixing, including fixing inmanholes with 30x20x15 cm cement concreteblock 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) complete asper design.

each 8.00 295.20 2,361.60

4.4 Providing and fixing square mouth SW gully trapgrade ‘A’ complete CI grating brick masonrychamber with bricks of class designation 75 andwater tight CI cover with frame of 300 x 300 mmsize (inside) the weight of cover to be not less than13.00 kg and frame to be not less than 5 kg. as perstandard design. (COVER MIN. 4.5 KG & FRAMEMIN.2.7 KG )

19.4.3.1 180x150 mm size P type With FPS bricks each 7.00 1635.00

4.5 19.21.1 Making connection of drain or sewer line withexisting manhole including breaking into andmaking good the walls, floors with cement cincrete1:2:4 mix (1cement: 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) cement plasteredon both sides with cement mortar 1:3 (1cement : 3coarse sand) finished with a floating coat of neatcement and making necessary channels for thedrain etc. complete for pipes 100 to 230mm dia.

Item 1 330.50 330.50

TOTAL C/F TO SUMMARY 292,552.95 [2] EXTERNAL DRAINAGE SYSTEM

SECTION ‐ V DRAINAGE NETWORK

Page...15


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5.2 4.1 Providing and laying in position cement concreteof grade excluding the cost of centering andshuttering ‐ all work up to plinth level

5.2.1 4.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stonaggregate 40 mm nominal size) CUM 7.00 3672.80 25709.60

5.3 Constructing brick masonry road gully chamber50x45x60 cm with bricks of class designation 75 incement mortar 1:5 (1 cement : 5 fine sand)including 500 x 450 mm (heavy duty) precast RCChorizontal grating with frame complete as perstandard design:

5.3.1 19.27.1 with FPS bricks Each 4.00 3774.95 15099.80

[A] 40809.40

40809.40

[3] EXTERNAL WATER SUPPLY SYSTEM

TOTAL D.S.R. 2013

Page...16

S.N0.DESCRIPTION UINIT TOTAL QUANTITY RATE IN RS. AMOUNT

1 E A R T H W O R K

1.1

Cleaning jungle including uprooting of rank vegetationsgrass, bush, wood trees and sapling of girth up to 30 cm.measured at height of 1 meter above ground level andremoval of rubish up to distance of 50 meters out side thepheriphery of area cleanes. (As per PWD SoR item No.259) Sqm. 47.25 3.50 165.38

1.2

Earth work in excavation of foundation in all types of soilincluding lift up to 1.50 meters and lead up to 30 meters,including filling watering and ramming of excavated earthin to the trenches or in to the space between the buildingand sides of foundation trenches or in to the plinth andremoval as well as disposal of surplus earth up to adistance of 30 meters including cost of labour and T&Pcomplete (As per PWD SoR item No. 251)

Cum 233.93 85.00 19,883.88 -

1.3

Supplying and filling in plinth with Local sand under floors,including watering, ramming, consolidating and dressingcomplete.(As per DSR Item No. 2.27)

Cum. 61.56 801.60 49,346.50

1.4

Providing & injecting chemical for pre constructionalantitermite treatment & creating a chemical barrier under & around the column pits wall trenches basementexcavation top surface if plinth filling junction of wall &floor , along external per mrt of building expension jointsarrounding of pipe & counduit etc:(plinth area of thebuilding at ground only shall be measured as per I.S.6313PART -II 1981). Aldrine emulsifiable concentrate or anyother approved material such as Hepthachlor of chlordantwill be used. the rate of application of chemical emulsinshall be as follows :-

-

(a)Treatment of massonary and foundation 5 liters per Sqm.

-

(b)Back fill in immediate contact with foundation 7.5 liters perSqm.

-

(c)Treatment of top surface of plinth filling 5 liters per Sqm.

-

(d)Treatment of soil along external perimeter of Building 7.50liters per Sqm.

-

(e)Treatment of soil Under apron along external perimeter 5liters per Sqm.

-

Sqm. 61.56 240.00 14,774.40 2 P:C:C WORK -

DETAILED ESTIMATE

Name of Work : Construction of Pump Room & U.G. Tank of Centre for Excellence at K.G.M.U.,Lucknow

2.1

providing and laying cement concrete 1;4;8 (1 cement : 4fine sand : 8 graded stone aggregate 40 mm nominal size)including supply of all materials, labour and T&P etc.required for proper completion of the work and curingcomplete, also including cost of frame work in foundationand floor. (As per PWD SoR Item No. 281)

Cum. 233.93 5100.00 1,193,032.80

2.2

Making plinth protection 50mm thick of cement concrete1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate20mm nominal size) over 75mm bed by dry brick ballast40mm nominal size well rammed and consolidated andgrouted with fine sand including finishing the top smooth.(As per dsr Item No. 4.17)

Sqm. 8.10 378.95 3,069.50 3 REINFORCED CEMENT CONCRETE WORK -

3.1


-

Cum. 27.70 8074.30 223,658.11

3.2


- Column Cum. 5.05 8074.30 40,770.77 Beam, Cum. 1.69 8074.30 13,645.57 Lintel Cum 0.18 8074.30 1,452.24 Slab

Cum. 32.96 8074.30 266,128.93 4 STEEL REINFORCEMENT WORK -

4.1

Mild steel or iron in plain work such as reinforced concreteor reinforced brick work (when not included in over allrates wrought to required shape as necessary includingbending for proper completion of the work and includinfsupply of of all steel and wastage over lapping and hooks.(As per PWD SoR item No. 504)

Kg. 9249.07 68.00 628,937.01 5 BRICK WORK -

5.1 Class 150 brick work in 1:6 ( 1 cement 6 C/Sand) of 1.25F.M. mortar (As per SOR) - 230 MM Thick Brick Wall in Super Stru. -

Cum. 9.66 5130.00 49,555.80 6 STEEL WORK -

6.1

Fabrication and supply of T- Iron (40x40x5) mm door /window chaukhat frame including cost of steel, all carriagewelding cutting, lab our, grinding smooth finishing, stapleplate 6 mm thick welded in back flange at hinges cost of14 gauge hinges for 100 & 75 mm and 16gauge hinges for50mm. size including all drilling, machine threading, allscrews, nuts bolts, arrangement for locking of tower bolt,tie rod. hold fasts made of 25x3mm flat iron 15cm. LongComplete job including applying of one of red oxide steelprimer paint required for proper completion of the work asper direction of engineer in charge. standard weight oractual weigth which ever is less shall be paid.

-

Kg. 8.40 90.00 756.00

6.2

S/F of prelaminated Flush doors, commercial qualityconforming to IS 2202 Part-1 (1983) including fixing ofwooden cleat and stoppers and fixing and adjustment ofhinges, bolts, locks, handle, springs and other fittings butexcluding their supply and including painting with two ofBlack Japan paint on all iron fittings if necessary.

- Fitting with necessary screws etc complete. Each 2.10 3546.00 7,446.60

6.3

Supplying and fixing rolling shutter of approved makemade of required M.S. laths interlocked together throughtheir entire length and jointed together at the ends by endlocks mounted on specially designed pipe shaft withbrackets , side guides, and arrangement for inside and outside locking with push and pull operation completeincluding the cost of providing and fixing necessary 27.5cm long wire rings grade No 2 and M.S. top cover ofrequired thickness for rolling shutters with 80 x 1.20 mmM.S. perforated laths with 1.20 mm thick top cover.including providing mechanical device chain and crankoperation for operating the rolling shutter duly powdercoated black(As per NSR)

-

Sqm. 3.78 3000.00 11,340.00

7OXIDIZED FITTINGS

-

7.1

Providing and fixing ISI marked oxidised M.S. Tower boltblack finish (Barrel type) with necessary screws etc.complete. (As per DSR Item No. 9.63)

- 250x10 mm(As per DSR Item No. 9.63.1) Each 2.00 63.55 127.10

7.2

Providing and fixing ISI marked oxidised M.S. Handleconfirming to IS : 4992 with necessary screws etc.complete.(As per DSR Item No. 9.66)

- 125 mm(As per DSR Item No. 9.66.1) Each 4.00 27.20 108.80

8 PLASTERING WORK -

8.1 12 mm cement plaster of mix :(As per DSR Item No. 13.4):Sqm. 74.65 142.25 10,619.25

8.2 15 mm cement plaster of mix :(As per DSR Item No. 13.5):Sqm. 20.45 164.75 3,368.31

8.3 6 mm cement plaster of mix :(As per DSR Item No. 13.16)-

Sqm. 16.32 120.35 1,964.30 9 PAINTING WORK -

9.1

Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to preparethe surface even and smooth complete.(As per DSR ItemNo. 13.80): Sqm. 20.45 85.40 1,746.00

9.2

Painting or varnishing new iron work in small areas or newwood with one coat of ready mixed priming paint and onecoat of approved superior quality ready mix paint 2ndquality syntnetic enamel paint of approved brand such asbritish paint shalimar, asian or equivalent as approved byE/I) or Varnish including supply of all materials, labour, T& P etc. required for proper completion of the work. Paintto be used should confirm the I.S.I. No. 103-1950.(As perPWD Item No. 641+642)

-

Sqm. 5.88 80.00 470.40

9.3

Finishing walls with water proof cement paint of approvedmake and qualityu on new work with two coats to give aneven shade. Including supply of all material, labour andT&P etc. required for proper completion of the work. (Asper PWD SoR Item No. 660+661)

Sqm. 20.45 62.00 1,267.59 FLOORING -

10.1

4 cm. Thick 1:2:4 plane cement concrete floor withoutbase concret.cement, approved coarse and 4.0cm.Graded approved stone ballast laid in panels finished with3mm floating coat of neat cement or cement and marbledust in ratio of 5:1 as specified over and including 8cm.thick base concret consisting of cement local sand andbrick ballast 4cm. gauge in the proportion of 1:4 : 8 andremoving any overlapping mortar at the joints of thepanels if any and giving them a uniform finish, includingsupply of all materials, labour, T & P etc. required forproper completion of the work. (As PWD SoR Item No.605)

-

Sqm. 39.28 350.00 13,748.56

10.2

Water proofing treatment with pidifin 2k coating includingcleaning surfaces & plastering surface with 1:3 cementplaster mixed with water proofing chemical

Sqm. 79.22 1050.85 83,248.34 2,640,632.14

Sl. No.

PWD Item No.

Description Unit Quantity Rate Amount

CIVIL WORKS1a PWD 251 Earth work in excavation of foundation in all types of

soil including lift up to 1.50 meters and lead up to 30meters, including filling watering and ramming ofexcavated earth in to the trenches or in to the spacebetween the building and sides of foundation trenchesor in to the plinth and removal as well as disposal ofsurplus earth up to a distance of 30 meters includingcost of labour and T&P complete (As per PWD SoRitem No 251) Cum 134.40 85.00 11,424.00

2 PWD 281 providing and laying cement concrete 1;4;8 (1 cement: 4 fine sand : 8 graded stone aggregate 40 mmnominal size) including supply of all materials, labourand T&P etc. required for proper completion of thework and curing complete, also including cost of framework in foundation and floor. (As per PWD SoR ItemNo. 281)

Cum 13.44 5100.00 68,544.00 3 AR. R.C.C. work 1:1:2 (cement : c/sand : graded stone

aggt. of 20mm size.) in super structure . excludingsupply of reinforcement and its bending, but includingbinding the same with 24 B W G G.I binding wire, butincl. cost of centering shuttering etc.and also includingsupply of all materials, labour, T & P etc. required forproper completion of the work - strength of Concretemix. M - 25.(As per PWD SoR New item No.+ diff)

Cum 8.28 8074.30 66,855.20 4 PWD 504 Mild steel or iron in plain work such as reinforced

concrete or reinforced brick work (when not includedin over all rates wrought to required shape asnecessary including bending for proper completion ofthe work and includinf supply of of all steel andwastage over lapping and hooks. (As per PWD SoRitem No. 504)

Kg. 776.82 68.00 52,823.90 5 PWD SOR Class 150 brick work in 1:6 ( 1 cement 6 C/Sand) of

1.25 F.M. mortar (As per SOR)

Brick work 230mmCum. 53.95 4750.00 256,283.69

6 PWD SOR Class 150 brick work in 1:4 ( 1 cement 4 C/Sand) of1.25 F.M. mortar (As per SOR)

0 115 mm thick Sqm. 11.48 5420.00 62,200.35 7 DSR2013/

13.412 mm cement plaster of mix :(As per DSR Item No.13.4):


8 DSR2013/ 13.5

15 mm cement plaster Roughf Surface of mix :(As per DSR Item No. 13.5): Sqm.

DSR2013/ 13.5.2


9 PWD 660+661

Finishing walls with water proof cement paint ofapproved make and qualityu on new work with twocoats to give an even shade. Including supply of allmaterial, labour and T&P etc. required for propercompletion of the work. (As per PWD SoR Item No.660+661) Sqm. 955.64 62.00 59,249.56 Total Rs. 718914.271Rate per Rmt. Rs. 7189.14

7,130.00 10 NSR Providing and fixing M.S. Gate Kg. 252.00 90.00 22,680.00

DETAILED ESTIMATE OF BOUNDARY WALL FOR 240 RMT. HEIGHT 2.40M

PROJECT NAME :- PROPOSED BOUNDARY WALL OF CENTRE FOR EXCELLENCE AT K.G.M.U. LUCKNOW

Sl.No. Description Qty. Unit Rate Amount

1 Cleaning jungle including uprooting of rankvegetations grass, bush, wood trees and saplingof girth up to 30 cm. measured at height of 1meter above ground level and removal of rubishup to distance of 50 meters out side thepheriphery of area cleanes. (As per PWD SoRitem No. 259)

795.58 Sqm. 3.50 2784.532 Earth work in excavation of foundation in all types

of soil including lift up to 1.50 meters and lead upto 30 meters, including filling watering andramming of excavated earth in to the trenches orin to the space between the building and sides offoundation trenches or in to the plinth andremoval as well as disposal of surplus earth up toa distance of 30 meters including cost of labourand T&P complete (As per PWD SoR item No.251)

262.91 Cum. 85.00 22347.503 Supplying and filling in plinth with Local sand

under floors including, watering, rammingconsolidating and dressing complete.(As per AR)

72.56 Cum. 801.60 58163.45

4 providing and laying cement concrete 1;4;8 (1cement : 4 fine sand : 8 graded stone aggregate40 mm nominal size) including supply of allmaterials, labour and T&P etc. required forproper completion of the work and curingcomplete, also including cost of frame work infoundation and floor. (As per PWD SoR Item No.281)

113.20 Cum. 5100.00 577343.66

5 Class 150 brick work in 1:6 ( 1 cement 6C/Sand) of 1.25 F.M. mortar (As per SOR)230 MM Thick Brick Wall up to plinth 147.94 Cum. 4750.00 702728.56

6 12 mm cement plaster of mix :(As per DSR ItemNo. 13.4):

0.00

1:6 (1 cement: 6 coarse sand)(As per DSR ItemNo. 13.4.2)

195.95 Sqm. 142.25 27874.00

7 Supply and stacking at site (As per AR)90 mm to 45 mm size stone aggregate(As perAR)

32.46 Cum. 1950.00 63293.34

63 mm to 45 mm size stone aggregate(As perAR)

32.46 Cum. 1750.00 56801.72

Stone screening 11.2 mm nominal size (As perAR)

50.08 Cum. 2400.00 120187.80

Moorum.(As per AR) 28.93 Cum. 2100.00 60761.61

8 Preparation and consolidation of sub grade withpower road roller of 8 to 12 tonne capacity afterexcavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with roadroller including making good the undulations etc.and re-rolling the sub grade and disposal ofsurplus earth with lead upto 50 metres.(As perDSR Item No. 16.1)

432.78 Sqm. 73.55 31830.60

DETAILED ESTIMATEROAD & FOOTPATH OF CENTRE FOR EXCELLENCE AT K.G.M.U. LUCKNOW

9 Laying spreding and copmacting stone aggregateof specified sizes to WBM specification includingspreding in uniform thickness, hand picking,rolling with 3 wheeled road / viberator roller 8 - 10tonne in stages to proper grade and camber,applying and brooming requisite type ofscreening / binding material to fill up interstics ofcoarse aggregate watering and compacting to therequired density.(As per DSR Item No. 16.40)

As per stacking qty. 143.93 Cum. 388.85 55966.64

10 Providing and laying Bituminous concrete usingcrushed stone aggregates of specified grading,premixed with bituminous binder and filler,transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronicsensor to the required grade, level and alignmentand rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compactionand density as per specification, complete and asper directions of Engineer-in-Charge.

40/50 mm compacted thickness with bitumen ofgrade VG-30 @5.5% (percentage by weight oftotal mix) and lime filler @ 3% (percentage byweight of Aggregate) prepared in Batch Type HotMix Plant of 100-120 TP capacity.(As per DSRItem No. 16.54.1)

6.18 Cum. 8,724.75 53940.77

11 Providing and laying seal coat of premixed fineaggregate ( passing 2.36 mm and retained on180 micron sieve) with bitumen using 128 kg ofbitumen of grade VG - 10 bitumen per cum of fineaggregate and 0.60 cum of fine aggregate per100 sqm of road surface, including rolling andfinishing with road roller all complete.(As per DSR Item No. 16.4)

123.65 Cum. 65.80 8136.17

12 Providing and laying 80 mm thick factory madecement concrete interlocking paver block of M -30 grade made by block making machine withstrong vibratory compaction, of approved size,design & shape, laid in required colour andpattern over and including 50mm thickcompacted bed of coarse sand, filling the jointswith fine sand etc. all complete as per thedirection of Engineer-in-charge.( NSR)

362.80 Sqm. 771.88 280034.98

2122195.33

ELECTRICAL SUB STATION

S. No PARTICULAR SCH.NO. QTY UNIT RATE AMOUNT

1 Excavation in foundation in ordinary soil ( lomaclay or sand) including lift upto 1.5 m and lead upto 30 m . Andincluding filling watering and ramming of excavated earthinto space between the building and the sides of thefoundation trenches or into plinth and removal and disposalof surplus earth as directed by Engineer in charge upto adistance of 30m . from the foundation trenches including allT&P phowarah and basket etc. complete.

PWD - 251 45.90 Cu.M 85.00 3,901.082 Supplying and filling in plinth with Local sand under floors,

including watering, ramming, consolidating and dressingcomplete. DSR-2.27 15.40 Cu.M 801.60 12347.45

3 Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti termite treatment and creating achemical barrier under and around the columns pits, walltrenches basement excavations top surfaces of nplinthsfilling junctions of walls and floors along the externalperimeter of building , expansion joints surroundings ofpipes and conduits etc. complete plinth area of the buildingat ground floor only shall be measured as per IS 6313 ( part -II ) Aldrine emulsifisble concentrate or any other approvedmaterial such as chloropyriphos or Heptrachlor orchlordance will be used. The rates of application ofchemicals emulsion shall be as follows: as per IS 6313 partIII as amended from time to time and creating a continuouschemical barrier under and around the column pits, walltrenches, basement excavation, top surface of plinth filling,junction of wall and floor along the external perimeter ofbuilding expansion joints, over the top surface ofconsolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification(Plinth floor area only shall be measured for payment ).

4.1 Treatment for Masonary & foundation 5 liters per / 100 Sqm.

4.2 Back fill in immediate contact with foundation 7.5 liters per / 100 sqm.

4.3 Treatment of top surface of plinth filling 5 liters per / 100sqm

4.4 Treatment junction of wall and the floor 7.5 liters per / 100sqm .

4.5 Treatment of soil along External perimeter of building 7.50liters per / 100 sqm.

4.6 Treatment of soil under Apron along external perimeter 5liters per / 100 sqm N.S 102.69 Sq.M 240.00 24,645.60

Based On UPPWD Schedule Rate of Lucknow for the year -2013-014 BILL OF QUANTITY

PROPOSED ELECTRICAL SUB STATION FOR CENTRE FOR EXCELLENCE.

Page 1 of 5

ELECTRICAL SUB STATIONS. No PARTICULAR SCH.NO. QTY UNIT RATE AMOUNT

4 2cm(3/4") thick damp proof course with cement andapproved coarse sand 1:2 with and including waterproofing materials as orderd by the Engineer-in Charge

pwd-360 11.77 Sq.M 280.00 3,294.34

5 Applying a coat of residual petroleum bitumen ofpenetration 80/100 of approved quality using 1.7kg persquare metre on damp proof course after cleaning thesurface with brushesand finally with a piece of cloth lightlysoaked in kerosene oil.

DSR-4.13 11.77 Sq.M 108.75 1,279.50

6 Providing and laying cement concrete 1:2:4 (1 cement :2coarse sand:4 graded stone ballast 40mm.nominal size)including supply of all materials.lablour and T&Petc.required for proper competion of the work and curingcomplete, also including cost of formwork in foundation andfloors.

PWD 279 (a) 4.90 Cu.M 6400.00 31,388.80

7 R.C.C. work with cement approved coarse sand and20mm. guage approved stone grit in the proportion of1:1.5:3 in lintels of doors and windows excluding supply ofreinforcement and its fixing and binding the same with 24BWG binding wire and including necessary centering andshuttering etc. and also including supply of all materials,labour and tools and plants etc required for propercompletion of the works.upto all floor level Strength of theconcrete shall not be less than M-20.

AR

Lintel 4.78 Cu.M 8764.0 41921.13 Slab 20.48 Cu.M 9064.00 185585.40 Beam 21.21 Cu.M 9264.00 196486.38 Column 17.01 Cu.M 9332.00 158737.32 Footing 14.82 Cu.M 7964.00 118007.90

8 Class-150 brick ( Ist class brick available location) work in1:6 cement and coarse sand of 2.25-3.6 fineness modulousmortar in foundation and plinth including supply of allmaterials, labour and tools and plants etc. required forproper completion of the work

AR 7.92 Cu.M 4521.01 35802.47

9 Class-100 brick ( Ist class brick available location) work in1:6 cement and coarse sand of mortar in super structureabove plinth level upto two floor level including necessarycutting and moulding of brick as required and also includinghoney combed in thickness of wall more than 12 cm supplyof all materials, labour and tools and plants etc. required forproper completion of the work

AR+309+310

41.61 Cu.M 4901.01 203916.32

10 Mild steel or iron in plain work such as reinforced concreteor reinforced brick work (when not included in an overallrates) Wrought to required shap as necessary bending forproper completion of the work and including supply of steelits wasteage bed hooks and authorised overlapping shallbe measured .

PWD 504 130.61 Qtl 6800.00 888,161.84

11 Supplying and fixing rolling shutters of approved make,made of required size M.S. laths, interlocked togetherthrough their entire length and jointed together at the endby end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steelwire of adequate strength conforming to IS: 4454 - part 1and M.S. top cover of required thickness for rollingshutters.

10.60

Page 2 of 5


80x1.20 mm M.S. laths with 1.20 mm thick top cover 10.6.2 7.29 Sq.M 3000.00 21,870.0012 Providing and fixing ball bearing for rolling shutters. 10.7 2.00 Each 436.45 872.90

13 Mild steel or iron work of small sizes and sections suchas holding down bolts,hold fast tierods,gratings etc. (when not included in an over all rates) wrought torequired from including supply of steel and itswastage including cost of bolts, nuts if required forand welding, grinding and making holes as requiredcompletion of work.PWD 502)

pwd-502

Angle iron door frame 10.11.1 374.22 KG 69.00 25,821.1814 Mild steel or iron work in heavy sizes such as trusses,

builts up gates, door frames,record backs ,roof works, gateetc, wrought to required from including drillingholes,rivetting or welding where necessary and alsoincluding supply of steel ,bolts ,nuts etc,& their fixingrequired for proper completion of the work.

PWD-503 353.43 KG 75.00 26507.25

15 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floating coat ofneat cement, including cement slurry, but excluding thecost of nosing of steps etc. complete. PWD-60540 mm thick with 20 mm nominal size stone aggregate 112.91 Sq.M 350.00 39,518.36

16 Chequrred precast cement concrete tiles 22 mm thick infootpath & court yard jointed with neat cement slurry mixedwith pigment to match the shade of tiles including rubbingand cleaning etc. complete on 20mm thick bed of cementmortar 1:4 ( 1 cement : 4 coarse sand )

DSR-11.20Medium shade pigment using 50% white cement 50% greycement 11.20.2 6.30 SQM 852.95 5373.59

17 15 mm cement plaster on rough side of single or half brickwall of mix : dsr-13.5

1:4 (1 cement :4 coarse sand ) dsr-13.5.1 143.65 Sq.M 164.75 23,666.3418 12 mm cement plaster of mix:

1:6 (1 cement :6 coarse sand ) dsr-13.4.2 241.50 Sq.M 142.25 34,353.3819 6 mm Ceiling plaster cement & Fine sand in F.M not less

than 1.25, 1:3 including chiping of RCC surface beforeceiling plaster. The cost of including all materials, labour, T& P and scafolding etc. complete.

pwd-582+587 105.23 Sq.M 120.35 12,664.38

20 Distempering (Two coat) with oil bound distemper ofapproved brand and manufacture & of requiredshade on undecorated wall surface to give an even shadeover & including a priming coat with cement primer ofapproved brand & manufacture such as Berger,J&N,Shalimar,Asian paints after thoroughly brushing thesurface free from mortar droppings & other foreign matters& also including preparing the surface even with plaster ofparis or approved synthetic material & sand paperedsmooth including cost of all materials.

(PWD 649+650) 248.88 Sq.M 60.00 14,932.78

21 Finishing walls with water proofing cement paint ofapproved make and quality on new work with two coats togive an even shade.Including supply of all material labournad T&P etc, required for propoer completion of the worksand each coat of water proof cement paint after the first twocoats to give an even shade.

PWD-660+661 220.71 Sq.M 62.00 13,684.02

Page 3 of 5


22 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : Two or more coats onnew work

DSR-13.61.1 76.95 Sq.M 63.05 4,851.70

23 Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc conisting of

following operations: a) Applyaing a slurry coat of neat

cement using 2.75 kg/sq. of cement admixed with water

prrofing compound conforming to IS. 2645 and aproved by

Engineer-in-charge over the RCC slab including adjoining

walls upto 300mm height including cleaning the surface

before treatment. b) Laying brick bats with mortar using

broken bricks/brick bats 25 mm to 115 mm size with 50%

of cement mortar 1:5 (1 cement: 5 coarse sand) admixed

with water proofing compound conforming to IS: 2645 and

approved by Engineer-in-charge over 20 mm thick layer of

cement mortar of mix 1:5 (1 cement : 5 coarse sand)

admixed with water proofing compound conforming to IS:

2645 and approved by Engineer-in-charge to required

slope and treating similarly the adjoining walls upto 300 mm

height including rounding of junctions of walls and slabs c)

After twog of pipes and conduits etc. complete as per

specification (Plinth floor area only shall be measured for

payment

).��

��

DSR-22.7

Engineer-in-charge. d) Finishing the surface with 20 mmthick jointless cement mortar of mix 1:4 (1 cement : 4coarse sand) admixed with wsater proofing compoundconforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth aproved quality intop layer of plaster and finally finishing the surface withtrowel with neat cement slurry and making pattern of300x300 mm square 3mm deep. e) The whole terrace sofinished shall be flooded with water for a minimum period totwo weeks for curing and for final test. All above operationsto be done in order and as directed and specified by theEngineer-in-Chage:With average thickness of 120mm and minimum thicknessat khurra as 65 mm. 22.7.1 90.00 Sq.M 882.60 79,434.00

24 Provinding & Fixing Float Glass 4mm thick (10Kg/Sqm)with steel beading of approved shape & section withscrews in pressed steel door, window & CSW'sFrames/Shutter & M.S. Tubular section shutters of doors &windows.

N.S 20.79 Sq.M 560.00 11,642.40

Page 4 of 5


25 Making Plinth protection 50mm thick of cement concrete1:3:6(1 cement:3 coarse sand : 6 graded stone aggregate20mm nominal size) over 75mm bed of dry brick ballast40mm nominal size well rammed and consolidated andgrouted with fine sand including finishing the top smooth.

DSR 4.17 36.60 Sq.M. 378.95 13,869.57

26

Providing and laying integral cement based water proofingtreatment including preparation of surface as required fortreatment of roofs, balconies, terraces etc conisting of followingoperations: a) Applyaing a slurry coat of neat cement using 2.75kg/sq. of cement admixed with water prrofing compoundconforming to IS. 2645 and aproved by Engineer-in-charge overthe RCC slab including adjoining walls upto 300mm heightincluding cleaning the surface before treatment. b) Laying brickbats with mortar using broken bricks/brick bats 25 mm to 115 mmsize with 50% of cement mortar 1:5 (1 cement: 5 coarse sand)admixed with water proofing compound conforming to IS: 2645and approved by Engineer-in-charge over 20 mm thick layer ofcement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed withwater proofing compound conforming to IS: 2645 and approved by

DSR-22.7Engineer-in-charge to required slope and treating similarly theadjoining walls upto 300 mm height including rounding of junctionsof walls and slabs c) After two days of proper curing applying asecond coat of cement slurry using 2.75kg/ sqm of cementadmixed with water proofing compound conforming to IS: 2645and approve by Engineer-in-charge. d) Finishing the surface with20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4coarse sand) admixed with wsater proofing compound conformingto IS: 2645 and approved by Engineer-in-charge including layingglass fibre cloth aproved quality in top layer of plaster and finallyfinishing the surface with trowel with neat cement slurry andmaking pattern of 300x300 mm square 3mm deep. e) The wholeterrace so finished shall be flooded with water for a minimumperiod to two weeks for curing and for final test. All aboveoperations to be done in order and as directed and specified bythe Engineer-in-Chage:

With average thickness of 120mm and minimum thickness 22.7.1 136.50 SQM 882.60 120474.90

Total Rs. 2355012.327 add for call bell system ( @ 1%) 23550.1

add cost for power wiring ( @ 5%) 117750.6Add cost for Internal Electrification works @ 12.5% ( As 294,376.53

Grant Total 2,790,689.53SAY 27.90 LAKHS

Page 5 of 5

Documents

DETAILED ESTIMATE Name of Work : Construction of … · (As per PWD SoR item No. ... reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry