CONSTRUCTION OF TOILET COMPLEX (SINGLE STOREY) IN THE CAMPUS OF CIVIL COURT, SHEOHAR

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

BUILDING DIVISION, SHEOHAR

BILL OF QUANTITY

NAME OF WORK :- CONSTRUCTION OF TOILET COMPLEX (SINGLE STOREY) IN THE CAMPUS OF CIVIL COURT, SHEOHAR

Estimated Cost :- 2,611,452

Earnest Money :- 52,300.00

Cost of B.O.Q :-

Date of Tender :-

Duration of work :-

S.N SOR item Qty. Unit Rate Amount

1 0L01 Prov Un- Skilled labour for site cleaning 7.00 nos ₹ 354.96 ₹ 2,485

2 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 kind of soil.

Approach Road 1 105.00 10.00 0.50 525.00 cft

say 15.90 cum C

3 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : All kinds of soil.

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 56.28 cum ₹ 287.30 ₹ 16,169

Under Grade beam (col. Deducted)

Grid-1&6 /A-C 10.07 m

Grid-2&4 /A-C 9.47 m

Grid-3/B-C 3.16 m

Grid-5/A-C 4.79 m

Grid-A/1-6 11.70 m

Grid-B/1-6 7.94 m

Grid-C/1-6 11.10 m

total (x+y) 72.22 m

under floor area-

(Plinth ht. ft- 3" BFS - 3" PCC)

Plinth protection 1 103.00 2.50 0.25 64.38 cft

Approach Road 1 105.00 10.00 0.25 262.50 cft

5 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/.

Under Grade beam 1.00 72.22 0.25 6.71 sqm B

under floor area-

Plinth protection 1 103.00 2.50 257.50 sft

Approach Road 1 105.00 10.00 0.25 262.50 cft

say 15.25 sqm D

6 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)

under floor area-

Plinth protection 1 103.00 2.50 0.25 64.38 cft

Approach Road 1 105.00 10.00 0.42 441.00 cft

say 16.11 cum C

7 4.1.2 P/L PCC(1:1.5:3) with chips

9 5.33.1.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing - All works up to plinth level

column from pedestal to G.Beam

Grade beam (x) 1 66.72 0.25 0.30 5.00 cum

Grade beam (y) 1 5.50 0.13 0.20 0.14 cum

Columns up to GB top

C1( cut column) 6 0.30 0.30 0.30 0.16 cum

Columns from G.B to Plinth band

10 5.3+ 5.33B.4 P/L RCC M20in beam and slab with stone chips

11 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating eachdeposited layer by ramming and watering lead

E/W Qty-item-1 (A) 72.90 cum

local sand-item-4 (A) -18.23 cum

PCC-item-6 (A) -2.73 cum

RCC-item-6 (A) -16.84 cum

12 6.1.14C 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 )

250mm/125mm wall from GB to plinth level

13 6.1.12/1 Pro 100A B/W (1:6) with coarse sand

14 5.33.2.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing - All work above Plinth level upto floor V Level.

C2- from P. band to roof ceiling 10' 8 0.30 0.30 3.05 2.20 cum

C1- for partition wall 1 0.30 0.30 2.25 0.20 cum

columns In parapet 3'0" 8 0.30 0.30 0.90 0.65 cum

Lintel band 10" GF

partition wall 1 5.25 0.83 0.50 2.18 cft

Male/Female/TG/PH 4 10.66 0.83 0.50 17.70 cft

Lintel band 5" GF

Male & Female 4 4.50 0.42 0.50 3.78 cft

Extended Beam ( For 12 0.60 0.25 0.175 0.32 cum

2'0"Roof projection) 1.56 cum D

parapet wall (col.ded) 2 26.66 0.83 0.50 22.13 cft

Male Basin slab 1 1.63 0.68 0.075 0.08 cum

TG/PH Basin Slab 1 1.52 0.68 0.075 0.08 cum

Female Basin slab 1 2.95 0.68 0.075 0.15 cum

15 5.22 Reinforcement for R.C.C. work including straightening, cutting, ending, placing in position and binding all complete.

Total RCC qty. = 16.84 + 13.72 30.56 cum

Reinforcement @ 110 kg/cum = 3361.60 kg 3400.00 kg

16 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

A 5.9.1 Foundation & Footing

column from pedestal to G.Beam

B 5.9.5 Beams and Lintel Band

Grade beam (col.deducted) length 72.22 m

surface area both sides 2 72.22 0.30 43.33 sqm

total (a+b) 65.41 m

surface area both sides 2 65.41 0.15 19.62 sqm

Lintel band 10" GF----

partition wall 1 5.25 5.25 rft

Male/Female/TG/PH 4 10.66 42.64 rft

Male 2 10.08 20.16 rft

TG/PH 2 6.50 13.00 rft

Female 2 10.08 20.16 rft

surface area both sides 2 30.86 0.15 9.26 sqm

Lintel band 5" GF & First floor-

Male & Female 4 4.50 18.00 rft

surface area both sides 2 10.06 0.15 3.02 sqm

Extended Beam ( 2'0" roof projection ) 12 0.60 7.20 m

surface area both sides 2 35.70 0.175 12.50 sqm

Extended Beam face 12 0.25 0.175 0.53 sqm

parapet wall (col.ded) 2 26.66 53.32 rft

surface area both sides 2 6.94 0.150 2.08 sqm

C 5.9.6 columns shuttring area all sides

Columns up to GB top

C1( cut column) 6 0.30 0.30 0.30 2.16 sqm

Columns from G.B to Plinth band

C2- from P. band to roof ceiling 10' 8 0.30 0.30 3.05 29.28 sqm

C1- for partition wall 1 0.30 0.30 2.25 2.70 sqm

columns In parapet 3'0" 8 0.30 0.30 0.90 8.64 sqm

D 5.9.3 Roof slab and Shelves

projection 2 4.96 0.60 5.95 sqm

Male Basin slab 1 1.63 0.60 0.98 sqm

TG/PH Basin Slab 1 1.52 0.60 0.91 sqm

Female Basin slab 1 2.95 0.60 1.77 sqm

E 5.9.19 Chhaja

F 5.9.16.1 Edges of Slab

X-Axis 2 3.76 7.51 m

17 6.1.14C + 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in Cement mortar 1:6 (1 cement: 6 coarse sand ). Extra tor Brick work in superstructure above plinth level upto floor V cum.

partition wall 1 5.25 0.83 2.10 9.15 cft

Male/Female/TG/PH 4 10.66 0.83 8.92 315.69 cft

parapet wall (col.ded) 2.00 26.66 0.83 2.50 110.64 cft

total 129.90 sft B

total (A-B) 744.58 cft

18 6.1.12C + 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in Cement mortar 1:4 (1 cement: 4 coarse sand ). Extra tor Brick work in superstructure above plinth level upto floor V cum.

Lintel band 5" GF

Male & Female 4 4.50 0.42 2.10 15.88 cft

19 13.18 + 13.36.3 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.

Roof treatment 1 14.66 32.33 473.96 sft

20 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

GF. N*2*(L+B)*H

7.00 feet height

Male/ Female 4 3.33 4.50 7.00 438.48 sft

21 13.11.4 Providing 12mm CP in cm (1:6) with clean coarse sand etc all complete job as per building specification & direction of E/I.

GF. internal plaster area 2x(L+B)xH

Male/ Female wall 2 10.66 10.08 8.92 740.00 sft

Female/Male WC 4 3.33 4.50 7.50 469.80 sft

Less wall tiles Area 840.58 sft

total (A+B) 640.08 sft

22 13.12.4 Providing 15mm CP in cm (1:6) on rough side of single or half brick wall with clean coarse sand etc all complete job as per building specification & direction of E/I.

outer plaster 2 12.33 10.42 256.96 sft

TG/PH side 2 3.16 10.42 65.85 sft

parapet 2 12.33 3.00 73.98 sft

23 13.17.1+ 13.36.1 Pro 12mm CP (1:3) with coarse sand

24 13.24.2 Providing 6mm cement plaster in cm (1:4) in ceiling etc all complete job as per building specification & direction of E/I.

Male/ Female wall 2 10.66 10.08 214.91 sft

Female/Male WC 4 3.33 4.50 59.94 sft

Roof projection 2 34.00 2.00 136.00 sft

Counter Basin bottom-

Male Basin slab 1 5.33 0.60 3.20 sft

TG/PH Basin Slab 1 5.00 0.60 3.00 sft

Female Basin slab 1 9.66 0.60 5.80 sft

25 13.116 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 groovecomplete as per specifications and direction of the Engineer-in- Charge.

Build. Internal 2 26.66 53.32 rft

outer 2 26.66 53.32 rft

26 13.17.2 Providing 12mm thick CP in cm (1:4) with punning etc all complete job as per building specification & direction of E/I.

Out side dado upto plinth ht. 1 30.00 2.00 60.00 sft

plinth protection 1 103.00 2.50 257.50 sft

step side 2*0.5 4.00 2.00 8.00 sft

27 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,

plinth protection 1 42.00 42.00 rft

28 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.

item 139.72 sqm

29 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturer) of 1 st quality conforming to IS :13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent makein colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20mm thick cement motar 1:4 (1 cement: 4 Coarse sand) includinggrouting the joints with white cement and matching pigments etc,complete.

Male/ Female wall 4 3.33 4.50 59.94 sft

30 8.13 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

Platform 1 17.16 6.00 102.96 sft

TG/PH side 1 3.16 6.50 20.54 sft

skirting 1 17.16 0.50 8.58 sft

31 11.19.1 Chequerred terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

skirting wall side 2 18.33 0.50 18.33 sft

32 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. Area of slab over 0.50 sqm

Male Basin slab 1 5.33 2.50 13.33 sft

TG/PH Basin Slab 1 5.00 2.50 12.50 sft

Female Basin slab 1 9.66 2.50 24.15 sft

Urinal Partitions 2 2.00 3.00 12.00 sft

33 9.147C.1 Providing and fixing factory made uPVC white colour casement/ Casementcum fixed glazed door comprising of uPVC multi-chambered frame, sashand mullion (where ever required) extruded profiles duly reinforced with1.60 ± 0.2 mm thick galvanized mild steel section made from roll formingprocess of required length .

34 9.48.2 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 openings with rawl plugs screws etc 34

separately installed on walls over windows and ventilators

35 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.).

Ramp Railing 2 18.50 3.00 111.00 sft

8.00 kg/sqm 223.05 kg a

wall Runner pipe 2 24.50 49.00 rft

TG/PH for Hand Rail 1 8.00 8.00 rft

1.87 kg/m 32.50 kg b

36 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade New work (two or more coats )over and including primingcoat with cement primer

37 13.46.1 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)

38 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

39 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

40 17.2.1 Providing and fixing water closet squatting pan (Europeon 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

41 17.4.1 Providing and fixing white vitreous china flat back or wall cornertypelipped front urinal basin of 430x260x350 mm and 340x410x265mmsizes respectively with automatic flushing cistern with standardflushpipe and C.P. brass spreaders with brass unions and G.Iclampscomplete, including painting of fittings and brackets,cuttingmakingood the walls and floors wherever required Oneurinalbasinwithlitrwhite P.V.C. automatic flushingcistern 3.00 nos ₹ 3,723.20 ₹ 11,170

42 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 apair of 15 mm C.P. brass pillar taps

43 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixed towooden cleats with C.P. brass screws and washers complete.

44 18.49 Providing and fixing 15mm nominal bore C.P. brass bib cock etc all complete job as per building specification & direction of E/I.

45 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than810gms.15 mm nominal bore 5.00 nos ₹ 715.10 ₹ 3,576

46 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

47 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore

48 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. ofqualityand make as approved by Engineer - in - charge. 1.00 nos ₹ 299.40 ₹ 299

49 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.

50 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. 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 gms

51 18.18.3 Providing and fixing 25mm nominal ball valve (brass) of approved quality etc all complete job as per building specification & direction of E/I. 25 mm nominal bore

52 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. etc all complete job as per building specification & direction of E/I.

53 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. etc all complete job as per building specification & direction of E/I.

54 19.30.1.1 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 :With common burnt clay F.P.S. (non modular)bricksof classdesignation 7.5

55 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.

a 12.78.2 110 mm diameter RWD 15 10.00 150.00 rft

56 12.80 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

57 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.

A 12.79.5.2 Plane band- 110mm dia 12.00 nos ₹ 132.00 ₹ 1,584

B 12.79.3.2 Tee with door- 110mm dia 8.00 nos ₹ 193.40 ₹ 1,547

D 12.79.4.2 Band with door- 110mm dia 5.00 nos ₹ 190.70 ₹ 954

58 18.8 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 18.8.1 15mm dia Concealed work 100.00 30.49 m ₹ 278.20 ₹ 8,482

B 18.8.2 20mm dia Concealed work 40.00 12.20 m ₹ 350.80 ₹ 4,280

59 24.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form 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 type of soil. 90.00 m ₹ 486.80 ₹ 43,812

60 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. 60.00 m ₹ 660.10 ₹ 39,606

24.3.2 150mm nominal size dia 1 60.00

61 24.4 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. 30.00 m ₹ 673.50 ₹ 20,205

62 24.8 Gravel packing in tube well construction in accordance with IS: 4097 including providing gravel fine / medium / coarse, in required grading and size as per actual requirement all complete as per direction of E/I. 3.71 m3 ₹ 1,343.20 ₹ 4,983

64 24.13 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of : 1.00 no ₹ 210.70 ₹ 211

65 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 developed, measuring yield of well by 'V' notch method or any 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. 6.00 hour ₹ 916.80 ₹ 5,501

66 24.14 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete. 1.00 no ₹ 1,531.40 ₹ 1,531

67 24.15 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I) 1.00 no ₹ 281.80 ₹ 282

68 18.7.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 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. Internal work - Exposed on wall 60.00 m ₹ 538.40 ₹ 32,304

69 Carriage of material

a Local sand 58.75 cum ₹ 310.41 ₹ 18,237

b Coarse Sand 46.26 cum ₹ 3,328.56 ₹ 153,979

c Stone Chips 50.53 cum ₹ 3,074.69 ₹ 155,364

70 Extra Cost of material

Applying Correction Factor @ 0.982 ₹ 2,311,456

71 NS Diaper Changing Station 1.00 no ₹ 100,000.00 ₹ 100,000

72 NS Sanitary Vending M/C (720*180*490) 1.00 no ₹ 35,000.00 ₹ 35,000

73 NS Paper holder 1.00 no ₹ 10,000.00 ₹ 10,000

74 SE/ Motihari Supplying and fittings 2.00 HP Submersible water pump with starter cables etc. all necessary fitting etc. all complete jobs. 1.00 Set ₹ 31,102.00 ₹ 31,102

(B) .Total ₹ 176,102

Total ( A +B ) G. TOTAL ₹ 2,611,452

Executive Engineer