CONSTRUCTION OF TOILET COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE-YEAR 2026-27.

Material Statement

S.I Item Qty Sand (M³) Bricks No. Chips (M³) L/sand M³ Cement

J.E, BCD A.E, BCD EE, BCD

ABSTRACT OF COST

CONSTRUCTION OF TOILET COMPLEX IN CIVIL COURT CAMPUS, UDAKISHUNGUNJ IN MADHEPURA DISTRICT FOR THE F-YEAR 2023-24.

Sl. No. Discription Amount in Rs.

1 Construction of Toilet complex

2 For Electrification @ 10 %

Contingency @ 1% Rs.

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

BUILDING DIVISION BUXAR

NAME OF WORK : CONSTRUCTION OF TOILETE COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE -YEAR 2026-27.

ABSTRACT OF COST

S.NO. ITEMS OF WORK AMOUNT (RS.)

1 Estimated Cost for Civil Work

2 Estimated Cost for Boring work 155091

3 Estimated Cost for S.Tank & S.pit

6 After Correction factor -0.982 on SOR Item

7 Add Remaining GST =5.36% vide Engineer-in-Chief, BCD, Bihar, Patna Letter no. 5751(bh), Dated 18/07/2023.

8 Electrification work For A/A 218073

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

BUILDING SUB.-DIV.BUXAR BUILDING SUB.-DIV.-BUXAR BUILDING DIVISION

MADHEPURA BUXAR BUXAR

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

BUILDING CIRCLE,ARA

BUILDING DIVISION, BUXAR

NAME OF WORK : CONSTRUCTION OF TOILETE COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE -YEAR 2026-27.

ESTIMATED COST :

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

BUILDING DIVISION BUXAR

NAME OF WORK : CONSTRUCTION OF TOILETE COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE -YEAR 2026-27.

ESTIMATED COST :

THIS ESTIMATE HAS BEEN FRAMED FOR CCONSTRUCTION OF TOILETE COMPLEX IN CAMPUS OF CIVIL COURT BUXAR OF THE EXECUTIVE ENGINEER, BUILDING DIVISION, BUXAR

IN THIS ESTIMATE THERE IS PROVISION OF EARTH WORK, SAND FILLING, SOLING, PCC (1:2:4), RCC (1:1:2), FLY ASH BRICK WORK (1:6), ALUMINUM WORK IN WINDOWS, WPCR WORK IN DOOR,TILES WORK ,P.H.E,BORING AND ELECTRIFICATION WORK WITH OTHER ESSENTIAL ITEMS RELATED TO THIS WORK.

THIS ESTIMATE IS FRAMED ON THE BASIS OF CURRENT SCHEDULE OF RATES OF BUILDING CONSTRUCTION DEPARTMENT OF BIHAR GOVERNMENT EFFECTIVE FROM DATED 01.01.2022.

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

BUILDING SUB. BUILDING SUB. BUILDING DIVISION

BUXAR BUXAR BUXAR

CONSTRUCTION OF TOILETE COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE -YEAR 2026-27.

Sr. No. SOR Item No. Item of Works No. Length Bredth Height/ Depth Quantity Unit Rate Amount (Rs.)

1 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.

F2 4 x 5 x 5 x 6.6 Cft

Up to Plinth 4 x 3 x 3 x 3 Cft

2 2.28 Supplying and Filling in plinth with local sand and under floors including,watering,ramming consolidating and dressing complete.

F2 4 x 5 x 5 x 0.5 Cft

Up to Plinth 4 x 3 x 3 x 0.5 Cft

Grade beam:- 4 x 10.667 .=. Rft

For Ramp:- 2 x .=. Rft

Grade beam:- 1 x x 0.83 x 0.25 Cft .....B1

Grade beam:- 5"Wall 4 x 4.5 .=. Rft

Grade beam:- 1 x 39.33 x 0.83 x 0.25 Cft .....B2

Plinth Area:- (B1+B2)= Cft ……..B

2 x 18.5 x 6 Sft

Plinth protection:- 2 x 30 x 2.5 x 0.5 Cft .....C

Plinth filling 1 x x 2.5 Cft .....D

Total Quantity=A+B+C+D .+. .+. .+. Cft

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l.

Foundation:- 4 x 5 x 5 Sft

Grade beam:-10" 1 x x 0.83 Sft .....B

Grade beam:-5" 1 x 39.33 x 0.83 Sft ….. B1

Plinth protection:- 1 x x 2.5 Sft .....C

Area vide item no.2D=680.94 Sft .....D

Total Quantity=A+B+C+D .+. .+. .+. Sft

4 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size).

4 x 4 x 4 x 0.25 Cft

Foundation:- 4 x 5 x 5 x 0.25 Cft

4 x 3 x 3 x 0.25 Cft

Area vide item no.2D=680.94 Sft x 0.33 Cft .....B

Plinth protection 2 x x 2.5 x 0.25 Cft …...C

Total Quantity=A+B+C + .+. Cft

5 5.33.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement All work puto plinth level 1:1:2 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size).

4 x 4 x 4 x 0.5 Cft

Foundation:- 4 x 5 x 5 x 0.5 Cft

4 x 3 x 3 x 0.5 Cft

Column:- 8 x 0.83 x 0.83 x 4 Cft

Grade beam:- 1 x x 0.83 x 1 Cft

Plinth band:- 1 x 203.87 x 0.83 x 0.5 Cft

Ramp:- 1 x 39.33 x 0.83 x 0.5 Cft

8 x 2 x 2 x 0.5 Cft

6 5.33.2.1 Reinforced cement concrete work in wall (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).

Column:- 8 x 1 x 1 x 10 Cft

7 5.33.2.1 Reinforced cement conrete work in eams,suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20 mm nominal size).

lenth 4 x 10.667 .=. Rft

Lintel:- 1 x x 0.83 x 0.5 Cft

1 x x 0.42 x 0.5 Cft

Roof beam:- 1 x 141.33 x 0.83 x 0.58 Cft

Roof Slab:- 1 x 34 x 16.33 x 0.43 Cft

Basin slab:- 2 x 6 x 2 x 0.25 Cft

8 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4 (1cement: 4 coarse sand) etc all complete.

Plinth 1 x 203.87 x 0.83 x 1.5 Cft

1 x x 0.83 x 1.5 Cft

9 6.1.14C+6.3C Brick work with fly ash bricks as per IS:12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum etc all complete.

1 x x 0.83 x 10 Cft

1 x 6 x 0.83 x 7 Cft

Deduction:- Cft

Roof Beam:- 1 x 102.67 x 0.83 x 0.58 Cft

V 5 x 2 x 0.83 x 2 Cft

D1 2 x 3 x 0.83 x 7 Cft

10 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

B 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. 16 x( 1 .+. 1 )x 10 Sft

C 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers.

Grade beam:- 2 x x 1 Sft

Plinth band:- 2 x x 0.5 Sft

2 x 33 x 0.5 Sft

Lintel:- 2 x 102.67 x 0.5 Sft

2 x 33 x 0.5 Sft

Roof beam:- 2 x 141.33 x 0.58 Sft

D1 2 x 3 x 0.83 Sft

D 1 x 3.5 x 0.83 Sft

D 5.9.3 Suspended floors, roots, landings, balcnies and access platform.

Roof Slab:- 1 x 34 x 16.33 Sft

Deduction for wall:- 1 x 102.667 x 0.83 Sft

E 5.9.19 Weather shade,Chajjas, corbels etc. including edges.

Basin slab:- 2 x 6 x 2 Sft

1 x 7.5 x 2 Sft

11 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Vide item no. (6) = 1.56m2 M3

Vide item no. (6) = 1.56m3 M3

Vide item no. (7) =9.08m3 M3

Wt.@ 115kg/m3 = 2022.85kg(mailto:Wt.@%20115kg/m3%20=%202022.85kg塹ᴻ䡿ⲯ嶂藄挧ꮥ) x 110 .=. kg

A 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 817 kg 94.5

B 5.22.7B Thermo-Mechanically Treated bars TMTC-500-12mm dia. 1997 kg 90.8

C 5.22.7C Thermo-Mechanically Treated bars TMTC-500-16mm dia. 350 kg 91.7

12 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete.

1 x 2 x 6 x 7 Sft

Less for wall tiles:-

V 5 x 2 x 2 Sft

D1 2 x 3 x 7 Sft

D2 4 x 2.5 x 7 Sft

D 1 x 3.5 x 7 Sft

13 13.12.4 Cement plaster in course sand 15 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete.

14 13.17 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall etc all complete.

15 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) etc all complete.

1 x 7.5 x 2 Sft

2 x 16.5 x 2 Sft

16 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

Vide item no. (12) = Sqm M2

Vide item no. (13) = Sqm M2

Vide item no. (15) = Sqm M2

16a 13.80.A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

17 11.4 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as white,Ivory,Grey,Fume Red,Brown,laid on 20mm thick Cement motar 1:4(1cement:4coarse sand) including pointing the joints with white cement and matching pigment etc., complete.

18 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

V 5 x 2 x 2 Sft

D1 2 x 3 x 7 Sft

D2 4 x 2.5 x 7 Sft

D 1 x 3.5 x 7 Sft

19 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.

V 5 x 2 x 2 Sft

Wt. at rate of 1.5 kg/sft = 1.5 x 20 kg 144.5

20 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately).

21 26.88.1 Providing and fixing factory made single extruded WPC {Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers {woodpowder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm', modulus of elasticity 850 N/mm' and resistance to spread of flame ofClass A category with property of being termite/borer proof,water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pastedwith hot melt adhesive on both faces of shutter and fixing withstainless steel butt hinges of required size with necessary full body threaded star headed counter sunk 5.5 screws, all as per directionof Engineer-In- Charge. {Note: stainless steel butt hinges and necessary 5.5 screws shall be paid separately) 30 mm thick

D1 4 x 2.5 x 7 Sft

D 1 x 3.5 x 7 Sft

22 21.1.1.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)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. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

Wt. at rate of 0.650kg/sft= 0.65 x kg 386.1

23 21.3.1 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm)

24 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

2 x 3 x 2.2 x 7 Sft

5 x 2 x 1 x 2 Sft

25 8.2.2.1 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement:4coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

1 x 7.5 x 2 Sft

2 x 8 x 0.25 Sft

26 11.19.1 chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20mm thick bed of cement mortar 1:4(1 cement:4 coarse sand).

2 x 18.5 x 6 Sft

27 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners,stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).

28 17.1.1 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 fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

2 no.s 2 each 4470.9

29 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid.

3 no.s 3 each 5504.3

30 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.

5 no.s 5 each 2764.4

31 17.5.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern.

2no.s 2 each 6469

32 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931.

10 no.s 10 each 434.2

33 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design & of approved make conforming to IS:8931.

10 no.s 10 each 594.8

34 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 5 each 299.4

35 17.28.2.1 ProvidingandfixingP.V.C. wastepipeforsinkorwashbasinincluding P.V.C. waste fittings complete. Flexible pipe 40mm 7 each 104.4

36 17.31 Providingandfixing600x450mmbevelededgemirrorofsuperiorglass(ofapprovedquality)completewith6mmthickhar oardgroundfixed to wooden cleats with C.P. brass screws and washers complete. 5 each 1068.5

37 17.33 Providing and fixing 600x120x5mmglass shelf with edges round off,supported on anodised aluminiumangle frame withC.P. brass bracketsandguardrail complete fixedwith40mmlongscrews, rawl plugs etc., complete. each 713.3

38 17.34.1 Providing and fixing toilet paper holder :C.P. brass 5 each 550.7

39 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin sink.Bottletrap38mmsinglepiecemouldedwithheightof270 mm,effectivelengthof tailpipe260mmfromthecentreof thewastecoupling,77mmbreadthwith25mmminimum water seal, weighing not less than 263 gms 5 each 325.1

40 17.71 ProvidingandfixingPTMTliquidsoapcontainer109mmwide,125mhighand112mmdistancefromwallofstandardshapewithbracketof thesamematerialswithsnap fittingsof approvedqualityandcolour, weighing not less than 105 gms. 5 each 146.3

41 17.73.1 Proviing & fixing 450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gmsProvidingandfixingPTMTliquidsoapcontainer109mmwide,125mmhighand112mmdistancefromwallofstandardshapewithbracketof thesamematerialswithsnap fittingsof approvedqualityandcolour,weighing not less than 105 gms. 5 each 397.3

42 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

A 18.9.2 20 mm nominal outer dia Pipes 40 M 205.3

B 18.9.3 25 mm nominal outer dia Pipes 30 M 294.7

C 18.9.4 32 mm nominal outer dia Pipes 15 M 359.1

43 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Material Statement

S.I Item Qty Unit Cement (M³) Coarse Sand(M³) Stone Chips (M³) Local Sand(M³) Bricks (No.)

1 Local sand M³

2 B/F/Soling M2

5 B.work (1:4) M³

6 B.work (1:6) M³

11 Tiles Work CP (1:4) M2

44 Carriage of materials

(a) Coarse Sand M³ 2065.37

(b) Stone Chips M³ 4578.98

(c) Bricks (1K+7P) ‰ 1140.59

(d) Local sand (1K+2P) M³ 310.47

45 Extra cost of materials

(a) Cement bags 10.38

Suplying & instalation iper Changing Station 1 each 100000

Suplying & instalationof Sanitry vening machine 1 each 35000

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

BUILDING SUB. DIVISION BUILDING SUB. DIVISION BUILDING DIVISION

BUXAR BUXAR BUXAR

CONSTRUCTION OF TOILETE COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE -YEAR 2026-27.

S.NO. SOR NO PARTICULARS NO L B H/D QNTY UNIT RATE AMOUNT

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding

1.5m in width/10sqm on plan)including dressing of sides and ramming

bottoms, lift upto 1.5 m . including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a lead of 50 m

2 2.28 Supplying and Filling in plinth with local sand and under floors including,

watering, ramming consolidating and dressing complete

3 11.72 Providing designation 100 A one brick flat soling joints filled with local

sand including cost of watering, taxes, royalty all complete as per

building specification and direction of E/l,

4 4.1.3 Providing and laying in position cement concrete of specified grade

exluding the cost of centring and shuttering-all work upto plinth level

1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm

5 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in

foundations and plinth in :Cement mortar 1.:4 (1 cement: 4 coarse sand )

BUFFAL WALL 2 6.333 0.42 8 CFT …B

LESS 1 3 0.42 2 CFT

NET QUANTITY= A+B-C CFT

6 13.17.1 12 mm cement plaster 1:3( 1 cement: 3coarse sand) finished with a

floating coat of near cement Details of cost for 10 sqm

LESS 1 3 2 2 SFT

NET QUANTITY= A-B SFT

7 5.1.2 Providing and laying in position specified grade of reinforced cement

concrete excluding the cost of centring,shuttering,finishing and

reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse

sand:3 graded stone aggregate 20 mm nominal size)

BUFFAL BEAM 6.33 0.5 0.5 CFT

8 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete.

QUANTITY VIDE ITEM NO. 7 = 138.36 CFT @2.5KG/CFT

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia.

9 5.9 Centring and shuttering including strutting,propping etc. and removal of

A 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

B 5.9.3 Suspended floors, roots, landings, balcnies and access platform.

C 5.9.16.1 Edges of slabs and breaks in floors and walis-Under 20 cms wide

10 13.11.4 12 MMCement plaster in course sand 1:6( 1 cement: 6coarse sand) etc.

all comp. jobs.

11 18.37.1 Constructing masonry Chamber 60x45x50 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for water meter

complete with C.I. double flap surface box 400x200x200 mm

(inside)with locking arrangement and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1

cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size)

and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement

complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class

designation 100A 1 Each 6849.9

12 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working

pressure 4 kgf per sqm) rain water pipes conforming to IS :4985

including jointing with seal ring

110 mm diameter 20 MTR 257.5

13 12.80.2 Providing and fixing on wall face unplasticised -PVC molded fittings/

accessories for unplasticised-PVC rain water pipes conforming to

109 mm 5 EACH 182.72

14 12.79.1.2 Providing and fixing on wall face unplasticised -PVC molded

fittings/accessories for unplasticised-PVC rain water pipes conforming to

(S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm

gap for thermal expansion

110 mm 5 EACH 120

15 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry

brick honey comb shaft with bricks and S.W. drain pipe 100 mm

diameter, 1.8 m long complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 1 EACH 33603.4

MATERIAL STATEMENT

SNO ITEM UNIT QNTY L/S C/S S/C BRICKS

1 SAND FILLING CUM

2 BRICK FLAT SOLING SQM

3 PCC (1:2:4) CUM

4 BRICK WORK (1:4) IN S/S CUM

5 12 MM THICK C.P (1:4)NCP SQM

6 RCC (1:2:3) CUM

16 CARRIAGE OF MATERIALS

A Coarse Sand (1K+32P) M3

B Stone Chips(1K+109P) M3

C Local Sand (1K+2P) M3

D Bricks (1K+7P) 1000 Nos.

17 Extra cost of materials

(a) Cement 40 bags 10.38

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

BUILDING SUB. DIVISION BUILDING SUB. DIVISION BUILDING DIVISION

BUXAR BUXAR BUXAR

B.O.Q for Construction OF Toilex Complex At Sub- Divisional Court Udakishunganj, District -Madhepura QTY

S.NO. S.O.R PARTICULARS OF WORK QUANTITY RATE UNIT AMOUNT toilete septik tank BORING

2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 697.4 100 m2 0

2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil 360.7 cum

2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 123.9 cum 0

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 287.3 cum

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l. 283.3 sqm

4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4(1 Cement :2 coarse and:4 graded stone aggregate 20 mm nominal size) 3998.1 cum

5.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

5.1.2 All works up to plinth level 4688.3 cum

5.2.2 In collum 5670 cum

5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete.

5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete. 4756.2 cum 0

5.33a.2.2 All works above plinth level upto floor V level 5657 cum

5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 211.6 Sqm

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 437.5 Sqm

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 404.7 Sqm

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 494.4 Sqm

5.9.7 Stairs,(excluding landings) except spiral-staircaces. 439.9 Sqm 0

5.9.16.1 Edges of slabs and breaks in floors and walis- Under 20 cms wide 130.2 m 0

5.9.19 Weather shade,Chajjas, corbels etc. including edges 550.9 Sqm

5.9.4 Shelves (Cost in situ) 437.5 Sqm 0

5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500- 8 mm dia. 94.5 Kg

5.22.7B Thermo-Mechanically Treated bars TMTC-500- 10 mm dia. 92.6 Kg

5.22.7C Thermo-Mechanically Treated bars TMTC-500- 12 mm dia. 90.8 Kg

5.22.7D Thermo-Mechanically Treated bars TMTC-500- 16 mm dia. 91.7 Kg 0

5.22.7E Thermo-Mechanically Treated bars TMTC-500- 20 mm dia. 91.7 Kg 0

5.22.7F Thermo-Mechanically Treated bars TMTC-500- 25 mm dia. 91.7 Kg 0

6.1A Brick work with bricks of class designation 100A in foundations and plinth in

6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) 4819.9 Cum

6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in etc.

6.1.14.C Cement mortar 1:6 (1 cement: 6 coarse sand 4923 Cum

6.1.14C+ 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in superstructure above plinth level upto floor V level. Cement mortar 1:6 (1cement: 6coarse sand) 5645.6 Cum

6.1.12C+ 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in superstructure above plinth level upto floor V level. Cement mortar 1:4 (1cement: 4coarse sand) 5958.5 Cum

6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in superstructure above plinth level upto floor V level. Cement mortar 1:4 (1cement: 4coarse sand) 5116.3 Cum

13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 125.6 Sqm

13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 141.5 Sqm

13.12.4 15mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 162.8 Sqm

13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand) 176.4 Sqm

13.17. 15 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement 203.6 Sqm

13.26 Neat cement punning over plaster surface etc. 40.5 Sqm

4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth 436.6 Sqm 0

6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 1087.9 M 0

10.15 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge

10.15.2.1 Profile - C 432.6 M

9.46.3 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 25 mm dia metre M

9.48.1 Fixed to opening/wooden frames with rawl plugs screws etc. 144.5 Kg

9.135.20 Providing and fixingfly proof stain less steel wire gage to windows using wire of dia 0.5mm etc 879.2 sqm

26.4 Providing and fixinghard drawn steel wire fabric 75x25 mm meshto be fixed and firmly anchorage to the concrete surface by means L shaoe etc 729.3 sqm

10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 6303.4 Sqm

10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 110.4 kg

10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 174.6 Each

10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 546.8 kg

11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. Size of Tile 60x60 cm 1638.8 Sqm

11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600 x 600 mm. 1191.8 Sqm

11.24 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. 310.6 Sqm

11.20.1 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) Light shade using white cement 1053.6 Sqm

11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 686.8 Sqm

11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 795 Sqm

8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

8.2.1.2 Rajnagar plain white marble /Udaipur green marble/Zebra block marble 2458 Sqm

8.2.2.1 Granite of any colour and shade 4242.9 Sqm

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) 3rd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) 4th course of 400 micron thick PVC sheet.(Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). 480.6 Sqm

22.14.1 Grading roof for water proofing treatment withCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 3990.3 cum

12.55X Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 1101.6 Sqm

12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete 189.4 Each

13.113.1 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 32 M

9.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non decorative type,core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1641.5 Sqm

9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 810.1 Sqm

26.27.1 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ?85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The 1832.4 Sqm

26.86.1 Providing and fixing factory made single extruded WPC (WoodmPolymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately).Frame size 45 x 70 mm. 567.5 M

26.87.1 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)30 mm thick 3866.5 Sqm

Providing and fixing aluminium door Fittings, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

9.96 Sliding Door Bolt

9.97 Sliding Tower Bolt

9.100.1 125 mm Handles 57.1 Each

0.000 hanging floor door stopper

9.101.2 Twin rubber stopper 60.8 Each

13.80.A2 Providing and applying white cement based putty of average thickness 2 sqm 46.50 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 105.4 Sqm

13.77 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade

13.77.1 New work (two or more coats ) over and including priming coat with cement primer 102.3 Sqm

22 21.1.1.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)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. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 386.1 Sqm

13.78.1+13.79.1 New work (two or more coats ) over and including priming coat with cement primer

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 117.3 Sqm

13.48.1 New work (three or more coats)

13.81 Applying priming coat 34.6 Sqm

13.81.3 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood)

13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 83.5 Sqm

13.82.1 New steel work (two or more coats) 83.5 Sqm

13.82.2 New Wood work (two or more coats)

13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 84.5 Sqm

13.93.1 Two or more coats on new work

CARRIAGE OF MATERIALS 301.56 cum

i L/SAND (1k+2p) 2611.53 cum

iii C/SAND 2875.05 cum

iv STONE 1109.02 thous

v BRICKS (1k+7p)

EXTRA COST OF MATERIALS 10.38 Bag

i CEMENT 545.24 thous

ii BRICKS 4470.9 Each

17.1.1 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 fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 4230 Each

17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 3694.3 Each

17.7.8 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers

17.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required : 5231.5 Each

17.10.1.2 Kitchen sink with drain board, 510x1040 mm bowl depth 225 mm 104.4 Each

17.28.2.2 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe, 40 mm dia 3723.2 Each

17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 857 Each

17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm 713.3 Each

17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 397.3 Each

17.73.1 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms

0.0 Providing and fixing 3 layer PPR Pies 247.4 M

18.5.1 15 mm dia nominal bore 277 M

18.5.2 20mm dia nominal bore 338.7 M

18.5.3 25mm dia nominal bore

18.6. Providing and fixing poly proplyn random (PPR) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc. 259 M

18.6.4 32 mm dia nominal bore 359.4 M

18.6.5 40mm dia nominal bore 463.1 M

18.8.3 25mm dia nominal bore 549.8 M

18.8.4 32mm dia nominal bore

18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). M

18.17.1 25 mm nominal bore M

18.17.2 32 mm nominal bore M

18.17.3 40 mm nominal bore 1049.2 Each

18.19.3.2 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore , Vertical 434.2 Each

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 715.1 Each

18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore 594.8 Each

18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 500.4 Each

18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15 mm nominal bore 74.8 Each

18.21.1.1 Providing and fixing uplasticised PVC connection pipe with brass ions 299.4 Each

17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

19.3 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 4266.8 Each

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 169.7 Each

18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid. 150 mm nominal size square,18 mm high with 100 mm dia of the inner hinged round grating. 96.8 Each

18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. 9.7 litre

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 162.7 M

12.78.1 75 mm diameter 257.5 M

12.78.2 110 mm diameter

12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.1 Coupler 79.8 Each

12.79.1.2 110 mm diameter

12.79.3 Single tee with door 141 Each

12.79.3.2 110 mm diameter

12.79.5.2 110 mm diameter

12.79.6 Shoe plain 81.1 Each

12.79.6.2 110 mm diameter

12.79.4 Single tee without door 190.7 Each

12.79.4.2 110 mm diameter

12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 184.1 Each

12.80.1 75 mm diameter 182.72 Each

12.80.2 110 mm diameter 494.4 m

19.2.2 p/v and laying cement concrete 1:2:4 all around S W pipe 33603.4 Each

19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 13559.9 Each

18.34.1 Constructing masonry Chamber 90x90x100 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,withC.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 486.8 M

24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level All types of soil 300 mm dia 660.1 M

24.3.1 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge 100 mm nominal size dia 673.5 M

24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia 1195.6 cum

24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 1195.6 cum

24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 1343.2 cum

24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge 210.7 Each

24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm dia 916.8 Hour

24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 1531.4 Each

24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 281.8 Each

24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 150 mm dia

18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 419.7 Each

18.46.5 40 mm dia nominal bore 589.2 M

18.10.5 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge 100 mm nominal size dia 444.8 Sqm

Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 4420.8 Cum

4.1.2 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 7998.8 Cum

16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 956.4 Sqm

11.79.1 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 5670 cum

5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of 1283.97 cum

362 Supplying brick bat for filling in recharge pit……..all coplete job 355.42 Each

0L01 Supplying labour for filling brick bats in recharge pit etc……all complete

FIRE Fighting Work

I. PIPING & VALVES

7 Providing, laying, testing & commissioning of "C" Class heavy duty MS pipe conforming to IS 1239/3589 i/c fiiitngs like elbows, tees, flanges, tapers, nut bolts, gaskets, etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. Pipe Make : TATA/JINDAL HISSAR / NEZONE. 1856 Mtr.

7.8 150 mm dia. 1316 Mtr.

7.7 100 mm dia. 951 Mtr.

7.6 80 mm dia. 646 Mtr.

7.4 50 mm dia. 359 Mtr.

7.1 25 mm dia. 391.7 Mtr.

2.10.1.2 pipes cable 10478 Mtr.

14.5 100mm dia non return valve

11 Providing , fixing, testing & commissioning of butterfly valves of PN 1.6 rating with bronze / gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required, Make : Kartar / Audco / Advance / Sant. 8241 Nos

11.6 150 mm dia with lever 6056 Nos

11.5 100 mm dia with lever 4588 Nos

11.4 80 mm dia. With lever

0.0 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads. 367039 Set

1.5 2280 lpm at 70 m Head

0.0 a) Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) b) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. c) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325. d) M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. e) Suitable cement concrete foundation duly plastered and with anti vibration pads. 101470 Set

0.0 180 lpm at 56 m Head (For Hydrant & Sprinkler System).

0.0 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 (b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 84198 Set

0.0 450 lpm at 35 m Head (For Hydrant & Sprinkler System).

0.0 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :

0.9 INCOMING 250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0- 500V with selector switch Digital Ammeter (0-250 A) with selector swtich & CTs etc. LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300A OUTGOING ( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps) Main Fire Pump 125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.

Fire Hydrant System

10 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 7245 Nos.

10.1 Single headed gun metal 5722 Nos.

10.2 Single headed Stainless steel

16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 5206 Nos.

16.1 Gunmetal S 4445 Nos.

16.2 Stainless steel (Grade 304)

17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following asrequired.

20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585

20 mm nominal internal dia gun metal globe valve & nozzle.

Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 9616 Nos.

17.2.1.2/DSR Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. 1153 each

17.1.2/E&M DSR-22 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 3270 each

17.2.7/E&M DSR-22 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 3871 each

17.2.14/E&M DSR-22 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 3506 each

17.2.15/E&M DSR-22 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required 89 each

17.5.3.2/E&M DSR-22 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. speaker cable Two pair, 2-core, 1.5 sqmm

21 BCD-SOR-22 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : 408 each

21.2 Upright Sprinkler

18 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 2393 Nos

18.1 Stainless steel (Grade 304)

19 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 13636 Nos

19.2 3 way - 150 mm dia M.S. Pipe 1442 Nos

22 providng and fixing pressure switch piplineconnection

TOTAL (SOR & DSR ITEM)

Correction factor 0.982 on SOR And DSR Item

ADD GST = 5.36 % On Scheduled Items and SOR 2022 only

BILL OF QUANTITY FOR

CONSTRUCTION OF TOILET COMPLEX IN CAMPUS OF CIVIL COURT BUXAR FOR THE-YEAR 2026-27.

Estimated Cost :- Rs.

Earnest Money Required :- Rs.

Value of Tender Paper :- Rs.

Date of Receipt of Tender :- Rs.

Time of Completion :- Rs.

Sl No Item Code Item Description Quantity Rate Unit Amount (In Rs.)

1 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. CUM

2 Supplying and Filling in plinth with local sand and under floors including,watering,ramming consolidating and dressing complete. CUM

3 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l. CUM

4 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size). CUM

5 5.33.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement All work puto plinth level 1:1:2 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). CUM

6 5.33.2.1 Reinforced cement concrete work in wall (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size). CUM

7 5.33.2.1 Reinforced cement conrete work in eams,suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20 mm nominal size). CUM

8 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4 (1cement: 4 coarse sand) etc all complete. CUM

9 6.1.14C+6.3C Brick work with fly ash bricks as per IS:12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum etc all complete. CUM

10 Centring and shuttering including strutting, propping etc. and removal of form for. SQM

11 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. SQM

12 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. SQM

13 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. SQM

14 5.9.3 Suspended floors, roots, landings, balcnies and access platform. SQM

15 5.9.16.1 Edges of slabs and breaks in floors and walis-Under 20 cms wide SQM 130.3

16 5.9.19 Weather shade,Chajjas, corbels etc. including edges. SQM

16a 13.80.A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 163.5 M2 105.4

17 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

18 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. SQM 94.5

19 5.22.7B Thermo-Mechanically Treated bars TMTC-500-12mm dia. SQM 92.6

20 5.22.7C Thermo-Mechanically Treated bars TMTC-500-16mm dia. SQM 90.8

21 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete. SQM

22 13.12.4 Cement plaster in course sand 15 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete. SQM

23 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall etc all complete. SQM

24 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) etc all complete. SQM

25 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. SQM

26 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as white,Ivory,Grey,Fume Red,Brown,laid on 20mm thick Cement motar 1:4(1cement:4coarse sand) including pointing the joints with white cement and matching pigment etc., complete. SQM

27 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. SQM

28 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding. SQM

29 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately). SQM

30 26.88.1 Providing and fixing factory made single extruded WPC {Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers {woodpowder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm', modulus of elasticity 850 N/mm' and resistance to spread of flame ofClass A category with property of being termite/borer proof,water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pastedwith hot melt adhesive on both faces of shutter and fixing withstainless steel butt hinges of required size with necessary full body threaded star headed counter sunk 5.5 screws, all as per directionof Engineer-In- Charge. {Note: stainless steel butt hinges and necessary 5.5 screws shall be paid separately) 30 mm thick SQM

31 21.1.1.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)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. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : SQM

33 21.3.1 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm) SQM

34 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture SQM

35 8.2.2.1 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement:4coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. SQM

36 11.19.1 chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20mm thick bed of cement mortar 1:4(1 cement:4 coarse sand). SQM

37 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners,stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). SQM

38 17.1.1 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 fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. EACH 4470.9

39 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid. EACH

40 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. EACH

41 17.5.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern. EACH

42 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. EACH

43 Providing and fixing C.P. brass stop cock (concealed) of standard design & of approved make conforming to IS:8931. EACH

44 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate Eureopean type W.C. of quality and make as approved by Engineer - in - charge. EACH

45 17.28.2.1 ProvidingandfixingP.V.C. wastepipeforsinkorwashbasinincluding P.V.C. waste fittings complete. Flexible pipe 40mm EACH

46 Providingandfixing600x450mmbevelededgemirrorofsuperiorglass(ofapprovedquality)completewith6mmthickhar oardgroundfixed to wooden cleats with C.P. brass screws and washers complete. EACH

47 Providing and fixing 600x120x5mmglass shelf with edges round off,supported on anodised aluminiumangle frame withC.P. brass bracketsandguardrail complete fixedwith40mmlongscrews, rawl plugs etc., complete. EACH

48 17.34.1 Providing and fixing toilet paper holder :C.P. brass EACH

49 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin sink.Bottletrap38mmsinglepiecemouldedwithheightof270 mm,effectivelengthof tailpipe260mmfromthecentreof thewastecoupling,77mmbreadthwith25mmminimum water seal, weighing not less than 263 gms EACH

50 ProvidingandfixingPTMTliquidsoapcontainer109mmwide,125mhighand112mmdistancefromwallofstandardshapewithbracketof thesamematerialswithsnap fittingsof approvedqualityandcolour, weighing not less than 105 gms. EACH

51 17.73.1 Proviing & fixing 450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gmsProvidingandfixingPTMTliquidsoapcontainer109mmwide,125mmhighand112mmdistancefromwallofstandardshapewithbracketof thesamematerialswithsnap fittingsof approvedqualityandcolour,weighing not less than 105 gms. EACH

52 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

53 18.9.2 20 mm nominal outer dia Pipes METRE

54 18.9.3 25 mm nominal outer dia Pipes METRE

55 18.9.4 32 mm nominal outer dia Pipes METRE

56 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working METRE 257.5

57 12.80.2 Providing and fixing on wall face unplasticised -PVC molded fittings/ EACH 182.72

58 12.79.1.2 Providing and fixing on wall face unplasticised -PVC molded EACH 120

59 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry EACH 33603.4 1

60 18.37.1 Constructing masonry Chamber 60x45x50 cm inside, in brick work in EACH 6849.9

61 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. LITRE

62 24.1.1.1 Boring/drilling bore well of required 300 mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300mm dia 90 METRE 486.8

63 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. Dia 150mm

64 24.3.2 150 mm nominal size dia 30 METRE 660.1

65 24.3.5 75 mm nominal size dia 40 METRE 414.4

66 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipeswith ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.Dia 150mm 20 METRE 673.5

67 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 5.5 M3 1195.6

68 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 10 Hour 916.8

69 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150mm Dia 1 Nos 1531.4

70 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm Dia

71 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia

72 18.9.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

a 40mm dia 30 Meter 477.6

73 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore 1 each 532.3

74 S/F/F 1 H.P Submersible pump with complete job. 1 each 15650

75 N/S S/F/F Submersible startup with complete job.

76 Carriage of gravels of size range 5 mm to 10 mm 5.5 M3 1459

77 Carriage of materials

(a) Coarse Sand CUM

(b) Stone Chips CUM

(c) Bricks (1K+7P) THOUS

(d) Local sand (1K+2P) CUM

78 Extra cost of materials

(a) Cement BAG 10.38

TOTAL SOR ITEM=

AFTER FACTOR-0.982

75 N/S Suplying & instalation Iper Changing station 1 EACH 100000

76 N/S Suplying & instalation of Sanitry vening machine 1 EACH 35000

EXECUTIVE ENGINEER BUILDING DIVISION, BUXAR