PROPOSED CONSTRUCTION OF COMMUNITY HALL CUM WORK (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT ?KATARMALA DAKSHANI PANCHAYAT, DANDARI, DISTRICT BEGUSARAI

PROJECT-PROPOSED COMMUNITY HALL (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT - KATARMALA DAKSHANI PANCHAYAT , DANDARI

OPEN FOUNDATION

AREA GROUND FLOOR 100.96 Sq.Mtr

plot area 15X18 270 Sq.Mtr

DETAILED ABSTRACT OF COST

BUILDING TYPE AREA (Sq.Mtr) UNIT TOTAL COST (Rs)

1 CIVIL COST OF BUILDING 1814400.00

2 COMPLETE P.H.E. WORKS COST 119923.00

3 SEPTIC TANK & SOAKPIT 121277.00

3 ELECTRIC WORKS 98899.00

4 BOUNDARY WALL 661209.00

5 Informatory Signboard 2900.00

6 Scheme board & Photography 6000.00

TOTAL COST 2824607.00

Grand Total 2824607.00

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

BILL OF QUANTITY

DETAIL ESTIMATE OF CONSTRUCTION OF PROPOSED COMMUNITY HALL (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT - KATARMALA DAKSHANI PANCHAYAT , DANDARI

SL.NO Main Building DESCRIPTION UNIT QTY. Rate AMOUNT

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2.29.1 All kinds of soil. 100sqm 2.70 1355.40 3659.58

2 2.8 Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil Cum 92.06 360.70 33205.14

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead. Cum 74.14 123.90 9186.33

4 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 72.85 287.30 20930.01

5 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 1.11 3998.10 4438.00

4.1.8 1:4:8(1 Cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) cum 2.92 2975.2 8685.72

6 5.9.1 Centering and shuttering including strutting, proping etc. and removal of form work for:

5.9.1 Foundations, footings, bases for columns Sqm 9.77 211.60 2066.27

7 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). Sqm 5.89 245.6 1447.51

8 4.12 Extra for providing and mixing water profing material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 1.89 57.2 107.80

9 5.33 Providing and laying in position machine batched and mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved desing mix, Including pumping of concrete to site fo laying but excluding the cost of centering, shuttering, finishing an including retard setting of concrete, Improve workability withoutt impairing strength and admixtures in recommended proportions as per IS:9103 to accelerate, reinforcement, durability as per direction of Engineer-incharge, Note:- Cement content considered in this item is @ 330kg/cum, Excess or less cement used as per design mix is payable or recoverable separetely.

5.33.1 All work up to plinth level cum 17.13 4688.3 80294.73

5.33.1 All work from plinth level upto floor V level

5.33.1 Walls columns, pillars, posts cind struts Cum 5.31 5670.0 30121.17

5.33.1 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 22.51 5719.7 128768.61

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 20.90 211.60 4421.38

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.84 437.50 38868.42

5.9.4 Shelves (Cast in situ) sqm 1.23 437.50 539.22

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 140.06 404.70 56680.56

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 104.38 494.40 51605.47

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 3.91 224.20 877.46

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 44.55 130.20 5800.41

5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 24.22 550.90 13342.66

11 5.11 Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured)

12 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-500-8mm dia Kg 2161.82 94.50 204291.99

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 450.38 92.60 41705.19

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1216.03 90.80 110415.52

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 675.57 91.70 61949.77

13 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 30.55 4819.90 147230.77

14 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.55 842.2 16460.85

15 6.13A Brick work 7cm thick with F.P.S brick of class designation 100A in cement mortar 1:3(1 cement: 3 coarse sand) in superstructure. sqm 4.40 482.00 2119.84

16 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 (1 cement: 4 coarse send) sqm 15.74 599.30 9430.58

17 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 15.68 89.7 1406.18

18 6.21A Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry (with F.P.S bricks) sqm 15.74 113.60 1787.61

19 9.1.2 Providing wood work in frames of doors,windows, clerestory windows and other frames, wrought framed and fixed in position

20 9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge.

9.142.2 35 mm thick plain PVC door shutters sqm 3.15 3856.70 12148.61

21 9.21 Providing and fixing flush door shutters 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 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 1.85 1641.50 3035.95

9.21.3 25 mm thick (for cub-board) including nickel plated bright finished M.S.piano hinges with necessary screws sqm 2.47 1589.50 3919.71

22 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 Fixed to steel windows by welding Kg 39.60 144.50 5722.20

23 9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.(best make of approved quality)

24 9.95 Providing and fixing aluminium but each anodised (anodic coating not less than grade AC 10 as transport or dyed requirement colour or shade with necessary screws etc.complete

25 9.96 Providing and fixing aluminium sliding door bolts anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with nuts and screws etc. complete:

26 9.97 Providing and fixing aluminium tower bolts anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

27 9.100 Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

28 9.101 Providing and fixing aluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.101.2 Twin rubber stopper Each 3.00 60.80 182.40

29 9.103 Providing and fixing bright finished brass 100mm mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). Each 1.00 655.40 655.40

30 9.104 Providing and fixing aluminium tee chanals(heavy duty)with rollers,stop end in pelmets as curtain rod i m 3.15 139.70 440.06

31 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitred and welded with 15x3mm lugs, 10cm long, with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6( 1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

32 10.13 Extra for providing and fixing steel beading of approved shape and section with screw instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units.

10.13B Steel windows Sqm 1.08 396.70 428.44

10.13C Steel ventilators Sqm 0.72 405.30 291.82

33 10.14.1 Providing and fixing T iron frames for doors & windows

34 10.21 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 5.00 165.40 827.00

35 10.28 Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete. Each 1.00 74.30 74.30

36 10.29 Providing and fixing bright finished brass peg stays 300mm long of minimum weight 330 gms. to side hung steel windows with necessary welding and machine screws etc. complete. Each 2.00 182.30 364.60

37 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 277.20 114.60 31767.12

38 10.32 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying apriming coat of approved steel primer

10.33.2 G.I pipes 40mm nominal bore(class B) Kg 31.50 150.00 4725.00

39 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 109.67 289.10 31705.48

40 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement

41 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 0.00 56.10 0.00

42 11.38 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brow laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. sqm 3.94 862.40 3398.93

43 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 12mm thick bed of cement Mortar 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. sqm 7.26 795.00 5771.70

44 11.72 Providing designation 100A 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/I. sqm 163.27 283.30 46254.39

45 11.76 Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l, sqm 100.21 388.30 38912.51

45 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 20mm nominal size) over P.V.C sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3(1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 0.00 189.40 0.00

46 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 94.57 141.50 13380.98

47 13.12 15mm cement plaster on the rough side of single or half brick wall of mix:

13.12.4 1:6(1 cement: 6 course sand) sqm 94.57 162.80 15395.22

48 13.13 20mm cement plaster of mix:

13.13.2 1:4(1 cement: 4 course sand) sqm 234.27 209.90 49172.86

49 13.24 6mm cement plaster to ceiling of mix:

13.24.2 1:4( 1 cement: 4 coarse sand) sqm 94.94 125.60 11924.10

50 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 0.72 203.60 146.59

51 13.70 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 284.07 18.90 5368.88

52 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 234.27 81.20 19022.57

53 13.81 Applying priming coat:

13.81.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) sqm 11.34 39.70 450.20

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 3.60 34.60 124.56

54 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 29.22 116.50 3404.13

55 13.116 Forming groove of uniform size from 12x12mm and upto 25x15mm 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. Metre 45.00 47.10 2119.50

56 13.17.2+1 Providing and laying water proofing treatment with 12mm(1:4) wth neat cement punning m2 98.55 199.40 19650.87

57 B.SOR-2.8 E/W work in excavation in foundation trenches….. Do …d0 as per m3 0.11 360.70 38.96

58 4.1.3 providing PCC M15 (1:2:4) in foundation m3 0.11 3998.10 431.79

59 10.1 structure steel work in single section …..do….do ..all complate kg 34.58 88.30 3053.63

60 13.82.1 Painting with synthetic enamel paint …....do….do.. Complate job m2 1.49 83.50 124.62

61 13.106 Letter writing lette PART-C INAUGURATION SIGN BOARDr per left 280.00 2.70 756.00

PART-C INAUGURATION SIGN BOARD

62 8.2.2.2S S.F.F. Grantle plate m2 0.45 4401.20 1980.54

63 13.106 Letter wrinting letter nos 280.00 2.70 756.00

64 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 21412 1192.46 25532.95

Coarse sand Cum 43.68 2013.14 87933.96

Stone chips 150 km (P) Cum 44.97 2145.19 96469.19

Local Sand - 3 KM( Lead 1K+2P) Cum 75.35 310.46 23393.16

Difference Cost of materials :-

Add extra for gst increment as per BCD lettter factor (0.0536) 91494.82

Add seigniorage fee

Bricks -8 KM(local lead 1K+7P) %0 nos 21412 512.80 10980.07

Coarse sand Cum 43.68 25.08 1095.49

Stone chips Cum 44.97 59.54 2677.51

Local Sand - Cum 75.35 14.19 1069.22

TOTAL 1814310.12

(A) SAY TOTAL 1814400.00

SANITARY INSTALLATION

1 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern 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:

White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. Each 2.00 4470.90 8941.80

2 SOR 17.35 Provding and fixing soil,waste and vent pipes

SOR 17.35.1 100 mm dia

SOR 17.35.1.1 Sand cast iron S & S pipe as per IS:1729 metre 7.00 978.30 6848.10

3 SOR 17.40 Provding and fixing heel rest sanitary bend

SOR 17.40.1 100 mm dia

SOR 17.40.1.1 Sand cast iron S & S pipe as per IS:1729 Each 3.00 513.30 1539.90

4 SOR 17.43 Provding and fixing single equal plain junction of required degree with access door ,insertion rubber washer 3mm thick ,bolt and nuts complete

SOR 17.43.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 671.20 1342.40

5 SOR 17.56 Provding and fixing terminal guard

SOR 17.56.1 100 mm dia

SOR 17.56.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 392.90 785.80

RAIN WATER PIPE

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

SOR 12.78.2 110mm diameter Metre 12.00 257.50 3090.00

7 SOR 12.79 Providing and fixing on wall face unplasticised -PVC moulded fittings/ accessories for unplasticised PVC rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

SOR 12.79.1 Coupler

SOR 12.79.5 Bend 87.50

SOR 12.79.6 Shoe (Plain)

8 SOR 12.80 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screws of required length including cutting brick work and fixing in cement mortar 1:4( 1 cement: 4 coarse sand) and making good the wall etc. complete.

9 SOR 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 3.00 47.90 143.70

1 SOR 2.10 Excavating trenches of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms depth upto 1.5m ,including getting out the excavated soil , and then returning the soil as required,in the layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering and desposing of surplus excavated soil as dirceted within a lead of 50m

(A) SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 391.70 2350.20

2 SOR 19.6 Providing and laying non -pressure NP2 class(light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc. complete

(A) SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 410.70 2464.20

3 SOR 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement, 4 coarse sand.) R.C.C. top slab with1:2:4 mix(1 cement, 2 coars e sand, 4 graded stone aggregate 20 mm nominal size) foundation cocrete 1:4:8 mix (1cement, 4 coarse sand, 8 graded stone aggregate 40 mm nominal size.) inside plastering 12 mm thick with cement mortar 1:3 (1 cement, 3 coarse sand.) finished with floating coat of neat cement and making channels in cement concrete 1:2:4. finished with floating coat of neat cement complete as per standard design.

(a) SOR 19.7.1 Inside size 90x80cm and 45 cm deep including C.I. cover with frame ( light duty) 455x610 mm internal diamension tatal weight of cover and fram to be not less than 38 kg (weight of cover23 kg and weight of frame 15 kg )

4 SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 3.00 7914.70 23744.10

5 SOR 19.33 Constructing soak pit 1.20x1.20x1.20 filled with brick bats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design

(X) SAY TOTAL 58361.00

Part 'A' Cost of Materials

1 PHED India mark-II Hand Pump with all accessories including 8 Nos. (3 Mtr length each) connecting rod and one syllinder Confirming IS: 155000 (Part 1-8)/2008 Each 1.00 9284.00 9284.00

2 PHED 125 mm dia UPVC Casing Pipe confirming to IS : 12818-1983/1992 M 27.00 427.00 11529.00

3 PHED 32 mm dia medium quality G.I. Riser Pipe and 8 Nos. 3 mtre length (3 mtr each length confirming IS:1239 M 24.00 232.00 5568.00

4 BCD 18.7.5 40 mm nominal outer dia CPVC Pipe M 30.00 80.00 2400.00

5 PHED 40 mm dia x 2 mtr, long UPVC RIBEED Strainer confirming to IS : 12818 - 1983/1992 Each 2.00 246.00 492.00

6 PHED 125 mm dia x 40 mm x UPVC reducing socket (Heavy Quality) Each 1.00 272.00 272.00

7 PHED Supplying all labours and material and fitting and fixing G.I cap over the new skunked T/Well Each 1.00 142.65 142.65

8 PHED Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF design plateform with foot rest etc. all complate job. Each 1.00 5950.00 5950.00

8 PHED Providing all material and construction 1 PCC (1:2:4) UNICEF design drain for disposal of water etc all complate M 1.00 671.00 671.00

Part 'B'Labour Cost (Classification of Soil item B)

1 PHED Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm UPVC x 40 mm dia G.I. Pipe & Strainer of standard quality iron shoe, plug & socket etc. all complete including providing all tools and oplants required for the job as per sopecification and direction of the engineer in charge.

(a) For 125 mm dia UPVC Pipe M 27.00 324.00 8748.00

(b) For 40 mm dia U.P.V.C pipe M 3.50 193.40 676.90

For 40 mm dia U.P.V.C pipe M 30.50 222.41 6783.51

2 PHED (a)Supplying All tools for lowering 32mm dia G.I pipe M 24.00 20.12 482.88

(b) Fixing cylinder Each 1.00 218.50 218.50

(c ) fixing I.M. II. PUMP Each 1.00 156.70 156.70

3 PHED Providing all labour for fitting and fixing of deep cylinder with the riser pipe including necessary connecting and jointing materials, chrom leather bucket all tools & plants required for the job low water lever all complete job as per specification and direction of E/I. Each 1.00 122.00 122.00

4 PHED Supplying labours and developing the T/Well to have sand free discharge all complate as per direction of E/I. Each 1.00 601.80 601.80

5 PHED transportation of material and tools from store to work site and carrying back the surplus materiasl if any Each 1.00 290.63 290.63

Cost of Septic Tank and Soak Pit Y SAY TOTAL 54391.00

TOTAL (X+Y) 112752.00

Add extra for GST increament as per BCD letter factor (.0536) 6043.51

TOTAL 119923.03

(B) SAY TOTAL 119923.00

SEPTIC TANK & SOAKPIT

SL Ref. UNIT QTY RATE AMOUNT

1 2.8.1 Providing earth work in excavation

Soakpit upto 3 m deep

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

3 B-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 B-4.1.4 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job

5 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 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size)

6 6.1.12A Providign 100A B/W(1:4) in superstructure etc. all complete job.

7 5.29 Providing M-S reinfrocement etc .all complete job.

8 13.17.1 Providing 12mm thcik CP(1:3) on overall roof surface

9 50 mm size brick aggrigate outer side of soak pit

10 Carriage of materials

b) local sand (3 KM.) cum 0.916 310.46 284.38

c)Coarse sand (82+1) cum 3.715 2074.30 7706.02

e) Stone chips cum 2.453 2226.28 5461.06

Diffrence cost of materils

TOTAL 112756.67

Add extra for gst increment as per BCD lettter factor (0.0536) 6043.76

11 seigniorage fee calculation

(b) local sand cum 0.916 14.19 13.00

(c) coarse sand cum 3.715 25.08 93.17

(d) stone chips cum 2.453 59.53 146.03

G. TOTAL 121277.15

(C) SAY TOTAL 121277.00

ELECTRIC WORK INSTALLATION & FIXTURES

Sl. No Item of work Unit Quantity Rate (Rs) Amount (Rs.)

1 1.1.2 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with piano type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. Group- B a. Light/ call bell points - 27 b. Ceiling fan points - 07 c. Ex. Fan points - 02 Total - 36 Point 36 922.00 33192.00

2 1.24.4 Supplying and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type on the existing switch box including connections etc. as required. Point 3 112.00 336.00

3 1.31 Supplying and fixing suitable size GI/PVC box on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type connection painting etc. as required. Point 2 414.00 828.00

5 1.23.7 Supplying and fixing piano type T.V antenna socket on the existing metal box including making connection, etc. as required. Each 1 74.00 74.00

6 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface / recessed PVC conduit as required.

1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) Meter 30 201.00 6030.00

1.7.11 4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 660.00 16500.00

7 1.22 Supplying and fixing metal box of following size in recess with suitable size of phenolic laminated sheet cover in the front including painting etc. as required.

MAIN PANEL & D.B.s

8 2.8.6 Supplying and fixing 8 way double door sinle pole and Neutral sheet steel M.C.B. D.B, 240 Volts in recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar , detachable gland plate, interconnection, phosphatized and powder painted including nting, earthing etc. as required ( But without MCB/ RCCB/Isolator)(UPS DB) Each 1 2591.00 2591.00

9 2.12 Supplying and fixing of following rating C series MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .

2.12.1 6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 237.00 1422.00

2.12.3 32 Amp SPN MCB 240 Volt Each 1 1044.00 1044.00

SUPPLY AND INSTALLATION OF FIXTURES

10 1.33 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 64.00 960.00

11 1.34 Supplying and fixing batten / angle holder including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 3 80.00 240.00

12 6.1.7 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

20 watt CFL lamp Each 3 267.00 801.00

13 8.15 Supplying and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of stanard length ( upto 30 cm) with 1.5 sq. mm FR PVC insulated insulated copper conductor etc as required. Each 7 2482.00 17374.00

14 8.17.1 Supply and Installation of 300 mm, 230 V A.C. exhaust fan in the existing opening, including making good the damage, including making good the damage, connection, testing, commissioning etc. as required. Each 2 2572.00 5144.00

15 5.1 Supplying and fixing powder coated strip fitting complete with electronic ballast, 4'x40 watt fluorescent lamp etc. directly on ceiling / wall including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 13 521.00 6773.00

Add extra for gst increment as per BCD lettter factor (0.0536) 5031.32

( D) SAY TOTAL 98899.00

SL.NO DESCRIPTION UNIT QTY RATE AMOUNT

1 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

2 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 1.65 287.30 474.05

3 11.72 Providing designation 100A 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/I. sqm 13.750 283.30 3895.38

4 5.1 Providing and laying in position machine batched and mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved desing mix, Including pumping of concrete to site fo laying but excluding the cost of centering, shuttering, finishing an including retard setting of concrete, Improve workability withoutt impairing strength and admixtures in recommended proportions as per IS:9103 to accelerate, reinforcement, durability as per direction of Engineer-incharge, Note:- Cement content considered in this item is @ 330kg/cum, Excess or less cement used as per design mix is payable or recoverable separetely.

5.1.2 All work up to plinth level cum 2.75 4688.30 12892.83

5 5.2.2 Walls columns, pillars, posts cind struts Cum 3.02 5670.00 17123.40

6 5.3+5.33.b4 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 1.30 5719.70 7435.61

7 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 22.05 404.70 8923.64

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 47.26 494.40 23365.34

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 10.43 224.20 2338.41

9 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-500-8mm dia Kg 525.04 94.50 49616.28

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 918.83 92.60 85083.66

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 123.06 91.70 11284.60

10 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 10.61 4819.90 51139.14

6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 10.61 842.20 8935.74

11 9.48 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. all complete.

9.48.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 734.25 161.10 118287.68

12 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 157.5 114.60 18049.50

13 13.12 15mm cement plaster on the rough side of single or half brick wall of mix:

13.12.4 1:6(1 cement: 6 course sand) sqm 175.39 162.80 28553.49

14 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 175.39 81.20 14241.67

15 13.81.1 Applying priming coat:

With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 33.38 33.38 1114.22

16 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 45.98 116.50 5356.67

17 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5706 1192.46 6804.18

Coarse sand 235 km (P) Cum 13.13 2013.14 26432.53

Stone chips 255 km (P) Cum 14.30 2145.19 30676.22

Local Sand - 3 KM( Lead 1K+2P) Cum 1.94 310.46 602.29

Cement cum 5.78 281.51 1627.13

18 Difference Cost of materials :-

Cement (Patna Division) MT 8.14 570.23 4641.67

Total 623101.07

Add extra for gst increment as per BCD lettter factor (0.0536) 33398.22

Add seigniorage fee

Bricks -8 KM(local lead 1K+7P) %0 nos 5706 512.80 2926.04

Coarse sand Cum 13.13 25.08 329.30

Stone chips Cum 14.30 59.54 851.42

Local Sand - Cum 1.94 310.46 602.29

TOTAL 661208.34

(E ) SAY TOTAL 661209.00

TOTAL (A+B+C+D+E) 2815708.00

127 p/v & fixing 75cmx60cm size 1mm thick MS SHEET & 50X50X6MM size angle frame made sign board ,fixing the legs of the board of the ground with concrete work do all complete job nos 1.00 2900.00 2900.00

128 p/v & fixing inaugration foundation granite board including fixing letter writing do all complete job nos 1.00 6000.00 6000.00

Add Contigency Charge @ 1% 28246.08

TOTAL 2852854.08

SAY TOTAL 2852900.00

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

DETAIL ESTIMATE OF CONSTRUCTION OF PROPOSED COMMUNITY HALL (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT - KATARMALA DAKSHANI PANCHAYAT , DANDARI

SL.NO Main Building DESCRIPTION UNIT QTY. Rate AMOUNT

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2.29.1 All kinds of soil. 100sqm 2.70 1355.40 3660

2 2.8 Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil Cum 92.06 360.70 33205

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead. Cum 74.14 123.90 9186

4 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 72.85 287.30 20930

5 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 1.11 3998.10 4438

4.1.8 1:4:8(1 Cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) cum 2.92 2975.2 8686

6 5.9.1 Centering and shuttering including strutting, proping etc. and removal of form work for:

5.9.1 Foundations, footings, bases for columns Sqm 9.77 211.60 2066

7 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). Sqm 5.89 245.6 1448

8 4.12 Extra for providing and mixing water profing material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 1.89 57.2 108

9 5.33 Providing and laying in position machine batched and mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved desing mix, Including pumping of concrete to site fo laying but excluding the cost of centering, shuttering, finishing an including retard setting of concrete, Improve workability withoutt impairing strength and admixtures in recommended proportions as per IS:9103 to accelerate, reinforcement, durability as per direction of Engineer-incharge, Note:- Cement content considered in this item is @ 330kg/cum, Excess or less cement used as per design mix is payable or recoverable separetely.

5.33.1 All work up to plinth level cum 17.13 4688.3 80295

5.33.1 All work from plinth level upto floor V level

5.33.1 Walls columns, pillars, posts cind struts Cum 5.31 5670.0 30121

5.33.1 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 22.51 5719.7 128769

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 20.90 211.60 4421

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.84 437.50 38868

5.9.4 Shelves (Cast in situ) sqm 1.23 437.50 539

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 140.06 404.70 56681

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 104.38 494.40 51605

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 3.91 224.20 877

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 44.55 130.20 5800

5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 24.22 550.90 13343

11 5.11 Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured)

12 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-500-8mm dia Kg 2161.82 94.50 204292

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 450.38 92.60 41705

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1216.03 90.80 110416

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 675.57 91.70 61950

13 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 30.55 4819.90 147231

14 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.55 842.2 16461

15 6.13A Brick work 7cm thick with F.P.S brick of class designation 100A in cement mortar 1:3(1 cement: 3 coarse sand) in superstructure. sqm 4.40 482.00 2120

16 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 (1 cement: 4 coarse send) sqm 15.74 599.30 9431

17 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 15.68 89.7 1406

18 6.21A Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry (with F.P.S bricks) sqm 15.74 113.60 1788

19 9.1.2 Providing wood work in frames of doors,windows, clerestory windows and other frames, wrought framed and fixed in position

Sal wood- Cum 0.034 95670.70 3253

20 9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge.

9.142.2 35 mm thick plain PVC door shutters sqm 3.15 3856.70 12149

21 9.21 Providing and fixing flush door shutters 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 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 1.85 1641.50 3036

9.21.3 25 mm thick (for cub-board) including nickel plated bright finished M.S.piano hinges with necessary screws sqm 2.47 1589.50 3920

22 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 Fixed to steel windows by welding Kg 39.60 144.50 5722

23 9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.(best make of approved quality)

24 9.95 Providing and fixing aluminium but each anodised (anodic coating not less than grade AC 10 as transport or dyed requirement colour or shade with necessary screws etc.complete

25 9.96 Providing and fixing aluminium sliding door bolts anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with nuts and screws etc. complete:

26 9.97 Providing and fixing aluminium tower bolts anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

27 9.100 Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

28 9.101 Providing and fixing aluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.101.2 Twin rubber stopper Each 3.00 60.80 182

29 9.103 Providing and fixing bright finished brass 100mm mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). Each 1.00 655.40 655

30 9.104 Providing and fixing aluminium tee chanals(heavy duty)with rollers,stop end in pelmets as curtain rod i m 3.15 139.70 440

31 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitred and welded with 15x3mm lugs, 10cm long, with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6( 1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

32 10.13 Extra for providing and fixing steel beading of approved shape and section with screw instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units.

10.13B Steel windows Sqm 1.08 396.70 428

10.13C Steel ventilators Sqm 0.72 405.30 292

33 10.14.1 Providing and fixing T iron frames for doors & windows

34 10.21 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 5.00 165.40 827

35 10.28 Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete. Each 1.00 74.30 74

36 10.29 Providing and fixing bright finished brass peg stays 300mm long of minimum weight 330 gms. to side hung steel windows with necessary welding and machine screws etc. complete. Each 2.00 182.30 365

37 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 277.20 114.60 31767

38 10.32 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying apriming coat of approved steel primer

10.33.2 G.I pipes 40mm nominal bore(class B) Kg 31.50 150.00 4725

39 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 109.67 289.10 31705

40 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement

41 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 0.00 56.10 0

42 11.38 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brow laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. sqm 3.94 862.40 3399

43 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 12mm thick bed of cement Mortar 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. sqm 7.26 795.00 5772

44 11.72 Providing designation 100A 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/I. sqm 163.27 283.30 46254

45 11.76 Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l, sqm 100.21 388.30 38913

45 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 20mm nominal size) over P.V.C sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3(1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 0.00 189.40 0

46 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 94.57 141.50 13381

47 13.12 15mm cement plaster on the rough side of single or half brick wall of mix:

13.12.4 1:6(1 cement: 6 course sand) sqm 94.57 162.80 15395

48 13.13 20mm cement plaster of mix:

13.13.2 1:4(1 cement: 4 course sand) sqm 234.27 209.90 49173

49 13.24 6mm cement plaster to ceiling of mix:

13.24.2 1:4( 1 cement: 4 coarse sand) sqm 94.94 125.60 11924

50 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 0.72 203.60 147

51 13.70 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 284.07 18.90 5369

52 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 234.27 81.20 19023

53 13.81 Applying priming coat:

13.81.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) sqm 11.34 39.70 450

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 3.60 34.60 125

54 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 29.22 116.50 3404

55 13.116 Forming groove of uniform size from 12x12mm and upto 25x15mm 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. Metre 45.00 47.10 2120

56 13.17.2+1 Providing and laying water proofing treatment with 12mm(1:4) wth neat cement punning m2 98.55 199.40 19651

57 B.SOR-2.8 E/W work in excavation in foundation trenches….. Do …d0 as per m3 0.11 360.70 39

58 4.1.3 providing PCC M15 (1:2:4) in foundation m3 0.11 3998.10 432

59 10.1 structure steel work in single section …..do….do ..all complate kg 34.58 88.30 3054

60 13.82.1 Painting with synthetic enamel paint …....do….do.. Complate job m2 1.49 83.50 125

61 13.106 Letter writing lette PART-C INAUGURATION SIGN BOARDr per left 280.00 2.70 756

PART-C INAUGURATION SIGN BOARD

62 8.2.2.2S S.F.F. Grantle plate m2 0.45 4401.20 1981

63 13.106 Letter wrinting letter nos 280.00 2.70 756

64 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 21412 1192.46 25533

Coarse sand Cum 43.68 2013.14 87934

Stone chips 150 km (P) Cum 44.97 2145.19 96469

Local Sand - 3 KM( Lead 1K+2P) Cum 75.35 310.46 23393

Cement Cum 18.53 281.51 5216

Difference Cost of materials :-

Add extra for gst increment as per BCD lettter factor (0.0536) 91494.82

Add seigniorage fee

Bricks -8 KM(local lead 1K+7P) %0 nos 21412 512.80 10980

Coarse sand Cum 43.68 25.08 1095

Stone chips Cum 44.97 59.54 2678

Local Sand - Cum 75.35 14.19 1069

(A) SAY TOTAL 1814400.00

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

DETAIL ESTIMATE OF CONSTRUCTION OF PROPOSED COMMUNITY HALL (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT - KATARMALA DAKSHANI PANCHAYAT , DANDARI

s ITEM NO DESCRIPTION UNIT NO LENGTH WIDTH H/D QUANTITY

1 20.2 Providing znd installing cast in situ single under reamed piles

20.2.1 300 mm dia pile

2 2.29.1 Surface dressing of the ground

Total sqm 270.00

Total Qty. in term of 100sqm 2.70

3 2.8.1 Earth work in excavation in foundation

Trench for ramp 1 9.40 0.65 1.00 6.11

Trench for ramp 2 1.400 0.65 1.00 1.82

Total cum 92.06

4 2.26 Earth work in back filling

Total E/W in excavation cum 92.06

Less local sand filling in foundation cum -5.61

LessPCC in foundation cum -2.92

LessRCC in foundation cum -9.39

Total cum 74.14

5 2.28 S/Filing Local sand in Foundation&Plinth

Sub Total of (a ) cum 5.61

plinth area sqm 1 9.14 9.14 83.54

Urinal sqm 2 1.35 2.00 5.40

Landing platform sqm 1 3.00 1.50 4.50

Total plinth area sqm 105.15

Qty of sand cum 105.15 0.750 78.87

lesss Urinal 2 1.35 2.00 0.450 -2.43

Less PCC in plinth cum 11.37 0.10 -1.14

Less RCC in tie beam cum -5.44

Less brick work in plinth cum -6.54

Sub Total of (b ) cum 67.24

Total sand filling(a+b) cum 72.85

6 4.1 P/L PCC In

(a) in foundation under footing

(b)in plinth under floor

under step 1 3.20 1.075 3.44

under step 2 1.05 0.325 0.68

Sub Total of PCC area sqm 11.37

Qty of PCC in plinth cum 11.37 0.075 0.85

PCC band over Ramp wall cum 1 11.55 0.25 0.050 0.14

Tube well platform 1 1.20 1.20 0.075 0.11

Total PCC cum 1.11

4.1.5 PCC 1:3:6 in plinth under floor

(a) in foundation under footing

4.1.8 PCC 1:4:8 in foundation

Sub total of(a) cum 2.92

7 5.9.1 Centering and shuttering for PCC work

PCC band over Ramp wall 1 11.55 0.100 1.16

Tube well platform 1 4.80 0.175 0.84

8 4.11 Providing 50 mm th. DPC at plinth level 21.39 0.25 5.35

9 4.12 Extra for providing water proofing material per 50 kg of 5.89 0.32 1.89

10 5.33A Prov.RCC M20

5.33A.1 All work up to plinth level

Sub total cum 9.39

along grid-A,B,C 3 7.94 0.25 0.30 1.79

Sub total of tie beam cum 5.44

Column C1 under F1 4 0.25 0.25 1.225 0.31

Column C2 under F2 2 0.25 0.35 1.675 0.29

Column C3 under F3 12 0.30 0.30 1.575 1.70

Sub total of column cum 2.30

Total RCC up to plinth cum 17.13

5.33A.2 All work from plinth level upto floor V level

5.33A.2.1 (a)Walls columns, pillars, posts cind struts

5.33A.2.2 roof beam, Roof slab,Lintel,Stair case,Chajja, Band

(i) Lintel level beam

sub total of Lintel beam cum 3.02

(ii) Gr. Floor roof beam

along grid-A,B,C 3 7.94 0.25 0.40 2.38

sub total of Gr. Floor roof beam cum 6.51

Total of beam cum 9.54

(i) Gr. floor roof slab

Slab area (hall) sqm 1 9.14 9.14 83.54

Slab area (room) sqm 1 3.55 3.30 11.72

Slab area (toilet) sqm 2 1.50 1.10 3.30

Gr. Floor roof area sqm 98.55

floor slab cum 98.55 0.125 12.32

Projection slab 1 43.80 0.15 0.125 0.82

Less -1st floor beam 1 65.130 0.25 0.125 -2.04

sub total of Gr. Floor roof slab cum 11.11

(d )Lintel & band - over 250mm thick wall

(i) Lintel over 250mm thick wall

Sub Total cum 0.20

(ii) band over 250mm thick wall

parapet 0 0 0 0.10 0.00

parapet 0 0 0 0.10 0.00

Sub Total cum 0.00

(iii) Lintel over 125mm thick wall

Sub Total cum 0.04

(iv) band over 125mm thick wall

Sub Total cum 0.00

Total in Lintel(d ) cum 0.24

Sub Total (f) cum 1.54

(g) Shelves cast in situ

Sub Total (g) cum 0.09

Total of Beam, Slab ,etc cum 22.51

11 5.35 Add for using extra cement in the items of design mix

Cement bag 0.00 1.60 0.00

Total in quintel quintel 0.00

12 5.9 Centering&shuttering

5.9.1 Foundation

Ramp trench 1 19.50 0.125 2.44

Ramp trench 2 3.75 0.125 0.94

Total sqm 20.90

5.9.3 Roof&landing

Roof&landing Vide 5.3(b) sqm 88.84

Total sqm 88.84

5.9.4 Shelves (Cast in situ)

Shelves sqm 1.23

Tie beam at EGL 1 72.53 0.60 43.52

Lintel level beam 1 48.39 0.75 36.29

Total sqm 140.06

column up to plinth

Column C1 under F1 4 1.00 1.23 4.90

Column C2 under F2 2 1.20 1.68 4.02

Column C3 under F3 12 1.20 1.58 22.68

Column avove plinth

Total sqm 104.38

5.9.15 lintel (up to 1.5m span)

band at plinth level 1 0.00 0.000 0.00

band at Lintel level 1 0.00 0.200 0.00

band at parapet level 1 0.00 0.200 0.00

5.9.16.1 Edges of slab under 20 cms wide

5.9.19 chajja sqm 20.47

face of chajja 1 45.49 0.075 3.41

side of chajja 10 0.450 0.075 0.34

Total sqm 24.22

13 5.11.1 Extra for additional height in centring,

Roof slab sqm 1 9.14 9.14 83.54

Roof slab sqm 1 3.55 3.30 38.40

Projection slab sqm 1 43.80 0.15 38.40

14 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 0 0.7857 0.09 0.375 0.00

under ream cum 0 0.098 0.00

Total of 300 mm dia pile Conc. cum 0.00

Pile 300mm dia kg 0.00 0 0

Tie beam kg 5.44 100 543.975

Column kg 7.61 100 761.275

Lintel ,staircase,chajja,stiffner etc kg 1.87 100 187.05375

Total Reinforcement kg 0.00 4503.8

Total RCC cum 44.95

Total RCC cum 44.95

Check:-RCC cum 44.95

GR Floor area sqm 100.65

Mumty sqm 0 0 0 0.00

Total area - sqm 100.65

i.e. Per Sqm of roof area cum 0.447

Check:- steel Kg 4504

Steel In KG Per Sqm of Roof area kg 44.74714853

Steel - In Kg Per Cum of RCC kg 100.1909505

% of steel-along with RCC(by volume) % 1.276

15 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

In ramp foundation 1 1.40 0.25 0.75 0.26

Sub total of(a-i) cum 4.46

External cum 1 65.13 0.25 0.35 5.70

Ramp platform 1 4.50 0.25 0.75 0.84

Sub total of(a-ii) cum 6.54

Total of (a) cum 11.00

Toilet wall 1 4.40 0.25 2.30 2.53

Less 125mm th wall 1 1.2 0.25 2.1 -0.63

Total B/W inS/S cum 19.55

Total of (a+b) cum 30.55

16 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 19.55

17 6.13A 7 cm Brick work with bricks ofclass 100A in CM

1:3 in superstructure

in sailing coarse along parapet

Below T.V. floor 1 1.20 0.10 0.12

18 6.18.4A Half brick work with bricks of100 in cm 1:4

(a) up to plinth

Total 125 mm Th B/W up to plinth sqm 0.06

LessRCC in lintel sqm -0.35

Total 125 mm Th B/W inS/S sqm 15.68

Total 125 mm Th B/W sqm 15.74

19 6.19A Extra for half Brick masonry in superstructure above pinth level

20 6.21A Extra for providing 2 nos 6 mm dia ms bars

Qty same as 125 mm Th B/W sqm 15.74

21 9.1.2 Sal wood in choukhat of doors

22 9.119 Door frame

23 9.120.1 Providing and fixing alluminium work for

24 9.21 P/F non decorative flush door shutter

25 9.82 P& F M.S grills

9.82.1 Fixed to steel windows Vide-/10.12.1 sqm 1.80

Total area of steel windows sqm 1.80

Wt of grill @ 22 kg per Sqm of grill area kg 1.80 22.0 39.60

26 9.79 P & F cupboard or ward robe locks

27 9.95 Providing and fixing aluminium but hinge

28 9.96 P&F Alluminium sliding door bolt

29 9.97 P&F Alluminium sliding tower bolt

30 9.1 P&F Alluminium handles

31 9.101.1 P&FAlluminium hanging floor door stopper nos 3 3.00

32 9.103 Bright finished 100mm mortice lock nos 1 1.00

33 9.104 Providing and fixing aluminium tee curtain rod

34 10.12.1 P&F steel windows& ventilator

35 10.13 Extra for steel beading

10.13B steel windows - Sqm 1.08

10.13c steel ventilator -

36 10.14.1 ? Providing and fixing T iron frames for doors & windows

37 10.21 Providing and fixing circular cast iron box for ceiling fan clamp nos 5 5.00

38 10.28 Steel window fastner nos 1 1.00

39 10.29 Steel window peg stays nos 2 2.00

40 10.32.2 Steel work welded in built up sections

Ramp railing 1 10.50 1.20 12.600

Total railing area sqm 12.600

(Wt. @ 25kg per sqm m)

41 10.33.3 40mm dia G.I pipe in stair hand rail

(Wt. @3.72 kg per m) Total kg 31.50

42 11.3.1 40 MM Th.Cement concrete flooring 1:2:4(

below T.V. shelf 1 1.20 0.30 0.36

Door sill D1 1 1.05 0.25 0.26

Ramp platform 1 3.00 1.50 4.50

back step 2 1.00 0.25 0.50

Tube well platform 1 1.20 1.20 1.44

Total sqm 109.67

43 11.6.1 18 mm th.Cement plaster 1:3 in skirting

Side of below T.V. shelf 2 0.30 0.60

column 8 1.20 9.60

Total length of skirting m 31.54

skirting sqm 31.54 0.15 4.73

Tube well platform 1 4.80 0.05 0.24

Total skirting sqm 4.97

44 11.13.1 ? Providing and fixing glass strips

glass [email protected] m/sqm of floor area

45 11.38 Providing and Laying 300 x300 mmCeramic

glazed floor tiles in toilets

Total Ceramic glazed floor tiles sqm 3.94

46 11.36 Ceramic glazed wall tiles in dado

Door jambs 4 0.075 0.75 0.23

sub Total sqm 8.39

47 11.72 100A one brick flat soling in plinth

Foundation Vide-/4.1.3(a) sqm 38.92

Ramp trench 1 9.250 0.500 4.63

Ramp trench 2 1.375 0.500 1.38

under plinth Vide-/4.1.3(b) sqm 100.21

under tie beam 1 72.53 0.25 18.13

Total sqm 163.27

48 11.76 Providing average 150mm thick dry rammed khoa

Vide-/2.28(b) sqm 105.15

under step 1 3.20 1.075 3.44

under step 2 1.05 0.325 0.68

Less plan area of beam at plinth sqm 1 72.53 0.25 -18.13

Tube well platform 1 1.35 1.35 1.82

Total sqm 100.21

49 12.39 Making Khurras nos 2 0.00

50 13.11.4 Internal Cement Plaster

Lintel soffits 1 26.92 0.250 6.73

Less- Skirting 11.6.1 sqm -4.97

" glazed tiles Vide-11.36 sqm -7.26

sub total sqm 189.13

51 13.12.4 15mm CP 1:6 in internal surfaces sqm 50% 189.13 94.57

52 13.13.2 20mm CP 1:4 in external surfaces

External(all around) 1 48.56 4.48 217.55

Plain chajja(top and bottom) sqm 40.94

Plain chajja side sqm 1 45.49 0.075 3.41

Plain chajja side sqm 10 0.45 0.075 0.34

parapet top 1 54.40 0.250 13.60

Hall opening 1 24.16 2.100 -50.74

Total External plaster sqm 234.27

53 13.24.2 6mm CP 1:4 in ceiling

Total sqm 94.94

54 13.17.1 12 mm cement plaster 1:3

55 13.70.1 White Lime wash

Vide-/13.24.2 sqm 94.94

Total sqm 284.07

56 13.79.1 Water proof cement paint

External portion

Total sqm 234.27

57 13.81 Applying priming coat

13.81.1 Pink or grey primer on wooden surfaces

wardrobe shutter 1 1.20 2.10 2.40 6.05

Total sqm 11.34

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.1 sqm 1.80

Steel window vide-/10.12.1 sqm 1.80

58 13.94.1 synthetic enamel paint on wooden & steel

Railing sqm 12.60

Hand rail sqm 10.50 0.16 1.68

Total sqm 29.22

59 13.116 Forming groove of12x12mm and up to

all around: horizontal 1 45.00 45.00

60 13.17.2+1 Providing and laying water proofing treatment with 12mm(1:4) wth neat cement punning

Vide-5.28(b) over tertrace sqm 98.55

Total sqm 98.55

PART -B SignBord

61 B.SOR-2.8 E/W work in excavation in foundation trenches….. Do …d0 as per

62 4.1.3 providing PCC M15 (1:2:4) in foundation

63 10.1 ? structure steel work in single section …..do….do ..all complate

angle size 50 50 6

MS Plte 1mm thick

TOTAL = A+B = 34.58 KG

64 13.82.1 Painting with synthetic enamel paint …....do….do.. Complate job

total 1.4925 m2

65 13.10.6 Letter writing letter 280 @ 2.7 per left

PART-C INAUGURATION SIGN BOARD

66 8.2.2.2 S.F.F. Grantle plate

67 13.10.6 Letter wrinting letter = 280 nos

68 MATERIAL CONSUMPTION

S.N. Item Unit Quan. Cement Sand S.C Bricks

(In Bag) (M3) (M3) (Nos)

1 Local Sand cum 73

2 Brick Flat Soling sqm 163.27 5267.09

18 18mm Th C.P 1:3 In Skirting sqm 4.97 1.39188 0.124275

19 Ceramic Tiles in dado sqm 7.26 1.80 0.11

20 Kota+Marble Flooring sqm 0.00 0.00 0.00

21 Kota+Marble Skirting sqm 0.00 0.00 0.00

22 20mm Th C.P 1:3 In Water Proofing sqm 0.00 0.00 0.00

23 12mm Th .C.p(1:4)withneat cement punning cum 98.55 14.72 1.52

24 Ceramic floor tiles sqm 3.94 0.98 0.10 s

25 L.sand cum 18.53 cum (cum)

Local Sand cum 72.85 72.85

Brick Flat Soling sqm 163.27 2.50

Brick Edge Soling sqm 0.00 0

Total cum 75.35

26 Brick bats in M3

Dry rammed khoa sqm 100.21 15.23

Total cum 15.23

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

L.sand Cement Sand S.C Bricks

1 Local Sand M3 1

2 Brick Flat Soling M2 0.0153 38

12 Kota+Marble Flooring M2 0.2982 0.0253

13 Kota+Marble Skirting M2 0.2748 0.0153

14 Ceramic Tiles in dado M2 0.2484 0.015

15 20mm Th C.P 1:3 In Water Proofing M2 0.02 0.0238

16 120mm Th I.C. Based Water Proofing M2 0.4968 0.0318

17 Ceramic Floor Tiles M2 0.2484 0.0253

18 Mosaic Tiles in skirting over 12mm th.CP (1:3) M2 0.1468 0.121

19 Mosaic Tiles Flooring over 20mm th. (1:4) M2 0.268 0.224

PROPOSED COMMUNITY HALL

CLINT-BIHAR MAHADALIT VIKKASH MISSION,BAKHRI, BEGUSARAI

ESTIMATE OF COST (P.H.E. WORKS)

ITEMS COVERED UNDER( S.O.R. -2016)

S.N. Ref. Description Unit Quantity Rate Amount

SANITARY INSTALLATION

1 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern 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:

White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. each 2.00 4470.90 8941.80

2 SOR 17.35 Provding and fixing soil,waste and vent pipes

SOR 17.35.1 100 mm dia

SOR 17.35.1.1 Sand cast iron S & S pipe as per IS:1729 metre 7.00 978.30 6848.10

3 SOR 17.40 Provding and fixing heel rest sanitary bend

SOR 17.40.1 100 mm dia

SOR 17.40.1.1 Sand cast iron S & S pipe as per IS:1729 Each 3.00 513.30 1539.90

4 SOR 17.43 Provding and fixing single equal plain junction of required degree with access door ,insertion rubber washer 3mm thick ,bolt and nuts complete

SOR 17.43.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 671.20 1342.40

5 SOR 17.56 Provding and fixing terminal guard

SOR 17.56.1 100 mm dia

SOR 17.56.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 392.90 785.80

RAIN WATER PIPE

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

SOR 12.78.2 110mm diameter Metre 12.00 257.50 3090.00

7 SOR 12.79 Providing and fixing on wall face unplasticised -PVC moulded fittings/ accessories for unplasticised PVC rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

SOR 12.79.1 Coupler

SOR 12.79.5 Bend 87.50

SOR 12.79.6 Shoe (Plain)

8 SOR 12.80 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screws of required length including cutting brick work and fixing in cement mortar 1:4( 1 cement: 4 coarse sand) and making good the wall etc. complete.

9 SOR 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 3.00 47.90 143.70

1 SOR 2.10 Excavating trenches of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms depth upto 1.5m ,including getting out the excavated soil , and then returning the soil as required,in the layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering and desposing of surplus excavated soil as dirceted within a lead of 50m

(A) SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 391.70 2350.20

2 SOR 19.6 Providing and laying non -pressure NP2 class(light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc. complete

(A) SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 410.70 2464.20

3 SOR 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement, 4 coarse sand.) R.C.C. top slab with1:2:4 mix(1 cement, 2 coars e sand, 4 graded stone aggregate 20 mm nominal size) foundation cocrete 1:4:8 mix (1cement, 4 coarse sand, 8 graded stone aggregate 40 mm nominal size.) inside plastering 12 mm thick with cement mortar 1:3 (1 cement, 3 coarse sand.) finished with floating coat of neat cement and making channels in cement concrete 1:2:4. finished with floating coat of neat cement complete as per standard design.

(a) SOR 19.7.1 Inside size 90x80cm and 45 cm deep including C.I. cover with frame ( light duty) 455x610 mm internal diamension tatal weight of cover and fram to be not less than 38 kg (weight of cover23 kg and weight of frame 15 kg )

4 SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 3.00 7914.70 23744.10

5 SOR 19.33 Constructing soak pit 1.20x1.20x1.20 filled with brick bats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design

D A TOTAL 58361.27

SAY TOTAL 58361.00

Part 'A' Cost of Materials

1 PHED India mark-II Hand Pump with all accessories including 8 Nos. (3 Mtr length each) connecting rod and one syllinder Confirming IS: 155000 (Part 1-8)/2008 Each 1.00 9284.00 9284.00

2 PHED 125 mm dia UPVC Casing Pipe confirming to IS : 12818-1983/1992 M 27.00 427.00 11529.00

3 PHED 32 mm dia medium quality G.I. Riser Pipe and 8 Nos. 3 mtre length (3 mtr each length confirming IS:1239 M 24.00 232.00 5568.00

4 BCD 18.7.5 40 mm nominal outer dia CPVC Pipe M 30.00 80.00 2400.00

5 PHED 40 mm dia x 2 mtr, long UPVC RIBEED Strainer confirming to IS : 12818 - 1983/1992 Each 2.00 246.00 492.00

6 PHED 125 mm dia x 40 mm x UPVC reducing socket (Heavy Quality) Each 1.00 272.00 272.00

7 PHED Supplying all labours and material and fitting and fixing G.I cap over the new skunked T/Well Each 1.00 142.65 142.65

8 PHED Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF design plateform with foot rest etc. all complate job. Each 1.00 5950.00 5950.00

8 PHED Providing all material and construction 1 PCC (1:2:4) UNICEF design drain for disposal of water etc all complate M 1.00 671.00 671.00

Part 'B'Labour Cost (Classification of Soil item B)

1 PHED Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm UPVC x 40 mm dia G.I. Pipe & Strainer of standard quality iron shoe, plug & socket etc. all complete including providing all tools and oplants required for the job as per sopecification and direction of the engineer in charge.

(a) For 125 mm dia UPVC Pipe M 27.00 324.00 8748.00

(b) For 40 mm dia U.P.V.C pipe M 3.50 193.40 676.90

For 40 mm dia U.P.V.C pipe M 30.50 222.41 6783.51

2 PHED (a)Supplying All tools for lowering 32mm dia G.I pipe M 24.00 20.12 482.88

(b) Fixing cylinder Each 1.00 218.50 218.50

(c ) fixing I.M. II. PUMP Each 1.00 156.70 156.70

3 PHED Providing all labour for fitting and fixing of deep cylinder with the riser pipe including necessary connecting and jointing materials, chrom leather bucket all tools & plants required for the job low water lever all complete job as per specification and direction of E/I. Each 1.00 122.00 122.00

4 PHED Supplying labours and developing the T/Well to have sand free discharge all complate as per direction of E/I. Each 1.00 601.80 601.80 `

5 PHED transportation of material and tools from store to work site and carrying back the surplus materiasl if any Each 1.00 290.63 290.63

B SAY TOTAL 54391.00

Total Cost (A+B) 112752.00

Add extra for GST increament as per BCD letter factor (.0536) 6043.51

TOTAL 119923.03

SAY TOTAL 119923.00

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

PROPOSED COMMUNITY HALL (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT - KATARMALA DAKSHANI PANCHAYAT , DANDARI

SL Ref. NO L B H Quantity Unit Rate(m2/m3) Amount in Rs.

1 2.8.1 Providing earth work in excavation

Septic tank 1 3.5 2 1.95 13.65

Soakpit upto 3 m deep 1 0.785 2.1 3 10.39

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

3 B-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 B-4.1.4 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job

5 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 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size)

6 6.1.12A Providign 100A B/W(1:4) in superstructure etc. all complete job.

7 5.29 Providing M-S reinfrocement etc .all complete job.

8 13.17.1 Providing 12mm thcik CP(1:3) on overall roof surface

9 50 mm size brick aggrigate outer side of soak pit 3.14 1.2 1.2 2.5 11.304 cum 987.00 11157.05

10 Carriage of materials

b) local sand (3 KM.) 0.916 cum 310.46 284.38

c)Coarse sand (82+1) 3.715 cum 2074.30 7706.02

e) Stone chips 2.453 cum 2226.28 5461.06

Diffrence cost of materils

Total 112756.67

Add extra for gst increment as per BCD Letter factor (0.0536) 6043.76

11 seigniorage fee calculation

(b) local sand 0.916 cum 14.19 13.00

(c) coarse sand 3.715 cum 25.08 93.17

(d) stone chips 2.453 cum 59.53 146.03

TOTAL 121277.15

SAY TOTAL 121277.00

J.E L.A.E.O, Work Div-2 Bakhri, Begusarai A.E L.A.E.O, Work Div-2 Bakhri, Begusarai

Calculation for material consumption

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

1 Local sand filling 0.785 cum 0.785

5 Brick Flat Soling 8.650 sqm 279 0.13

J.E L.A.E.O, Work Div-2 Bakhri, Begusarai A.E L.A.E.O, Work Div-2 Bakhri, Begusarai E.E L.A.E.O Work Div-2 Bakhri, Begusarai

PROJECT :PROPOSED COMMUNITY HALL CUM WORK SHED WITH URINAL & WATER POINT

NAME OF WORK : BOQ & ESTIMATE FOR ELECTRICAL INSTALLATION & FIXTURES

Sl. No Item of work Unit Quantity Rate (Rs) Amount (Rs.)

1 1.1.2 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with piano type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. Group- B a. Light/ call bell points - 27 b. Ceiling fan points - 07 c. Ex. Fan points - 02 Total - 36 Point 36 922.00 33192.00

2 1.24.4 Supplying and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type on the existing switch box including connections etc. as required. Point 3 112.00 336.00

3 1.31 Supplying and fixing suitable size GI/PVC box on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type connection painting etc. as required. Point 2 414.00 828.00

5 1.23.7 Supplying and fixing piano type T.V antenna socket on the existing metal box including making connection, etc. as required. Each 1 74.00 74.00

6 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface / recessed PVC conduit as required.

1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) Meter 30 201.00 6030.00

1.7.11 4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 660.00 16500.00

7 1.22 Supplying and fixing metal box of following size in recess with suitable size of phenolic laminated sheet cover in the front including painting etc. as required.

MAIN PANEL & D.B.s

8 2.8.6 Supplying and fixing 8 way double door sinle pole and Neutral sheet steel M.C.B. D.B, 240 Volts in recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar , detachable gland plate, interconnection, phosphatized and powder painted including nting, earthing etc. as required ( But without MCB/ RCCB/Isolator)(UPS DB) Each 1 2591.00 2591.00

9 2.12 Supplying and fixing of following rating C series MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .

2.12.1 6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 237.00 1422.00

2.12.3 32 Amp SPN MCB 240 Volt Each 1 1044.00 1044.00

SUPPLY AND INSTALLATION OF FIXTURES

14 1.33 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 64.00 960.00

15 1.34 Supplying and fixing batten / angle holder including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 3 80.00 240.00

16 6.1.7 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

20 watt CFL lamp Each 3 267.00 801.00

17 8.15 Supplying and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of stanard length ( upto 30 cm) with 1.5 sq. mm FR PVC insulated insulated copper conductor etc as required. Each 7 2482.00 17374.00

18 8.17.1 Supply and Installation of 300 mm, 230 V A.C. exhaust fan in the existing opening, including making good the damage, including making good the damage, connection, testing, commissioning etc. as required. Each 2 2572.00 5144.00

19 5.1 Supplying and fixing powder coated strip fitting complete with electronic ballast, 4'x40 watt fluorescent lamp etc. directly on ceiling / wall including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 13 521.00 6773.00

Add extra for gst increment as per BCD Letter factor (0.0536) 5031.32

SAY Total 98899.00

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

PROJECT : PROPOSED COMMUNITY HALL CUM WORK SHED

ABSTRACT OF COST FOR BOUNDARY WALL AT COMMUNITY HALL (GROUND FLOOR) CUM WORK SHED WITH URINAL AND WATER POINT AT - KATARMALA DAKSHANI PANCHAYAT , DANDARI

BASED ON S.O.R. B.C.D.GOVT. OF BIHAR EFFECTIVE FROM 01-01-2022

SL.NO DESCRIPTION UNIT QTY RATE AMOUNT

1 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

2 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 1.65 287.30 474.05

3 11.72 Providing designation 100A 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/I. sqm 13.750 283.30 3895.38

4 5.1 Providing and laying in position machine batched and mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved desing mix, Including pumping of concrete to site fo laying but excluding the cost of centering, shuttering, finishing an including retard setting of concrete, Improve workability withoutt impairing strength and admixtures in recommended proportions as per IS:9103 to accelerate, reinforcement, durability as per direction of Engineer-incharge, Note:- Cement content considered in this item is @ 330kg/cum, Excess or less cement used as per design mix is payable or recoverable separetely.

5 5.1.2 All work up to plinth level cum 2.75 4688.30 12892.83

All work from plinth level upto floor V level

6 5.2.2 Walls columns, pillars, posts cind struts Cum 3.02 5670.00 17123.40

7 5.3+5.33.b4 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 1.30 5719.70 7435.61

8 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 22.05 404.70 8923.64

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 47.26 494.40 23365.34

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 10.43 224.20 2338.41

9 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-500-8mm dia Kg 525.04 94.50 49616.28

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 918.83 92.60 85083.66

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 123.06 91.70 11284.60

10 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 10.61 4819.90 51139.14

6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 10.61 842.20 8935.74

11 9.48 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. all complete.

9.48.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 734.25 161.10 118287.68

12 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, Kg 157.5 114.60 18049.50

13 13.12 15mm cement plaster on the rough side of single or half brick wall of mix:

13.12.4 1:6(1 cement: 6 course sand) sqm 175.39 162.80 28553.49

14 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 175.39 81.20 14241.67

15 13.81.1 Applying priming coat:

With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 33.38 33.38 1114.22

16 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. sqm 45.98 116.50 5356.67

17 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5706 1192.46 6804.18

Coarse sand 235 km (P) Cum 13.13 2013.14 26432.53

Stone chips 255 km (P) Cum 14.30 2145.19 30676.22

Local Sand - 3 KM( Lead 1K+2P) Cum 1.94 310.46 602.29

Cement cum 5.78 281.51 1627.13

18 Difference Cost of materials :-

Cement (Patna Division) MT 8.14 570.23 4641.67

Total 623101.07

Add extra for gst increment as per BCD lettter factor (0.0536) 33398.22

Add seigniorage fee

Bricks -8 KM(local lead 1K+7P) %0 nos 5706 512.80 2926.04

Coarse sand Cum 13.13 25.08 329.30

Stone chips Cum 14.30 59.54 851.42

Local Sand - Cum 1.94 310.46 602.29

TOTAL 661208.34

SAY TOTAL 661208.00

L.A.E.O WD-02 L.A.E.O WD-02 L.A.E.O WD-02

BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI BAKHRI, BEGUSARAI

SL NO ITEM NO DESCRIPTION UNIT NO LENGTH WIDTH H/D QUANTITY

Total length of boundary wall m 65.00

1 20.3 Providing znd installing cast in situ single under reamed piles

20.3.1 300 mm dia pile

2 2.28 S/Filing Local sand in Foundation&Plinth

under tie beam CUM 1 55 0.30 0.100 1.65

Total sand filling cum 1.65

3 11.72 100A one brick flat soling

under tie beam sqm 1 55 0.25 13.75

Total sqm 13.75

4 5.1 Prov.RCC M20

5.1.2 All work up to plinth level

Sub total of tie beam cum 2.75

5.2.2 (b ) Column

Sub total of column cum 3.03

Less Entry Gate 1 3.000 0.25 0.10 -0.08

5 5.35 Add for using extra cement in the items of design mix

Cement bag 7.32 1.60 11.71

Total in quintel quintel 5.86

6 5.9 Centering&shuttering

Tie beam at EGL 1 55.00 0.40 22.00

Total sqm 22.05

column up to plinth

Column avove plinth

Total sqm 47.26

Total sqm 10.43

7 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 30 0.7857 0.09 0.375 -0.80

under ream cum 30 0.098 2.94

Total of 300 mm dia pile Conc. cum 9.56

Pile 300mm dia kg 9.56 98.00 936.88

Tie beam kg 2.75 100 275

Column kg 3.02 95 286.9

Total Reinforcement kg 0.00 1628.0

Total RCC cum 16.69

Check:-RCC cum 16.69

GR Floor area sqm 100.65

Mumty sqm 0 0 0 0.00

Total area - sqm 100.65

i.e. Per Sqm of roof area cum 0.166

Check:- steel Kg 1641

Steel In KG Per Sqm of Roof area kg 16.30402385

Steel - In Kg Per Cum of RCC kg 98.32234871

% of steel-along with RCC(by volume) % 1.253

8 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

Total of (a) cum 0.00

Total B/W inS/S cum 10.39

Total of (a+b) cum 10.39

9 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 10.39

10 9.82 P& F M.S grills

9.48.2 Fixed to opening sqm 1 44.50 0.75 33.38

Total area of steel windows sqm 33.38

Wt of grill @ 22 kg per Sqm of grill area kg 33.38 22.0 734.25

11 10.32.2 Steel work welded in built up sections

Ramp railing 1 3.00 2.10 6.300

Total railing area sqm 6.300

(Wt. @ 25kg per sqm m)

12 13.12.4 15mm th. Cement Plaster

Cloumn face 8 1.00 0.075 0.60

Less- Gate sqm 2 3.00 1.725 -10.35

Total sqm 175.39

13 13.79.1 Water proof cement paint

External portion

Total sqm 175.39

14 13.81 Applying priming coat

13.81.1 yellow primer on steel surfaces

grill Vide-/9.82.2 sqm 33.38

Total sqm 33.38

15 13.94.1 synthetic enamel paint on wooden & steel

Same Vide-13.81.3 sqm 33.38

Total sqm 45.98

16 MATERIAL CONSUMPTION

S.N. Item Unit Quan. Cement Sand S.C Bricks

(In Bag) (M3) (M3) (Nos)

1 Local Sand cum 1.65

2 Brick Flat Soling sqm 13.75 443.58

25 L.sand or 5.57 cum

Local Sand cum 2 1.65

Brick Flat Soling sqm 13.75 0.21

Brick Edge Soling sqm 0.00 0

L.sand Cement Sand S.C Bricks

1 Local Sand M3 1

2 Brick Flat Soling M2 0.0153 38

12 Kota+Marble Flooring M2 0.2982 0.0253

13 Kota+Marble Skirting M2 0.2748 0.0153

14 Ceramic Tiles in dado M2 0.2484 0.015

15 20mm Th C.P 1:3 In Water Proofing M2 0.02 0.0238

16 120mm Th I.C. Based Water Proofing M2 0.4968 0.0318

17 Ceramic Floor Tiles M2 0.2484 0.0253

18 Mosaic Tiles in skirting over 12mm th.CP (1:3) M2 0.1468 0.121

19 Mosaic Tiles Flooring over 20mm th. (1:4) M2 0.268 0.224

1 Footing nos L B H/D no of col.

3 Area area Perimeter

plinth area sqm 1 9.14 9.14 83.54

Urinal sqm 2 1.35 2.00 5.40

Total sqm 100.65 48.56

Total area sqm 100.65

4 plinth protection

Doors Gr 1st 2nd mumty Total Width H/D

Total 3 0 0 0 3

W 1 0 1 0.90 1.20 Steel glazed

Total 3 0 0 0 3

D&W having 125 mm th wall

Doors Gr 1st 2nd mumty Total

Total 1 0 0 0 1

Total 1 0 0 0 1