Construction of a community building-cum-workshop in Ward 7 of Bhutha Mahadalit Tola, Sripurhati Madhyam Panchayat, Pandaul Block. (Account No. 939, Khasra No. 3664)

GOVERNMENT OF BIHAR

PLANNING AND DEVELOPMENT DEPARTMENT, MADHUBANI

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DETAIL PROJECT REPORT OF

पंडौल प्रखंड के अंतर्गत बथने पंचायत के बथने महादलित टोला वार्ड 13 में सामुदायिक भवन-सह-वर्कशेड निर्माण कार्य । (खाता नं० 187 खेसरा नं0 -1273)

ESTIMATED COST:- 2882900

Executive Engineer

LOCAL AREA ENGINEERING ORGANISATION

PROJECT-PROPOSED COMMUNITY HALL CUM WORK SHED WITH SEPTIC TankAND WATER POINT FOR OPEN FOUNDATION

FOR BIHAR MAHADALIT VIKAS MISSION , PATNA

OPEN FOUNDATION

DETAILED ABSTRACT OF COST

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

1 CIVIL COST OF BUILDING 1996279

2 COMPLETE P.H.E. WORKS COST 198829

3 ELECTRIC WORKS 74076

4 BOUNDARY WALL 599364

TOTAL COST 2868549

5 CONTINGENCY @ 0.50 % upto Rs.100 Lac 14,343

Grand Total 2,882,891

पंडौल प्रखंड के अंतर्गत श्रीपुरहाटी मध्यम पंचायत के Hkwrgk महादलित टोला वार्ड 07 में सामुदायिक भवन-सह-वर्कशेड निर्माण कार्य । (खाता नं० 939 खेसरा नं0 - 3664)

BILL OF QUANTITY

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No of Item = 158 NIT No.- 12E/2025-26 Gr- 01

SL.NO 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 6.250 1441.20 9007.50

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 92.058 383.53 35306.81

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 74.143 131.74 9767.62

4 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 72.851 305.49 22255.16

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 1.105 4251.29 4699.00

6 4.1.8 1:4:8(1 Cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) cum 2.919 3163.5 9235.44

7 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 9.765 224.99 2197.03

8 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 5.894 261.04 1538.50

9 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 1.886 60.8 114.67

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.

10 5.33A.1 All work up to plinth level cum 17.127 5058.0 86626.44

All work from plinth level upto floor V level

11 5.33A.2.1 Walls columns, pillars, posts cind struts Cum 5.312 5628.6 29901.23

12 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 22.513 6036.6 135903.03

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

13 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 20.895 224.99 4701.17

14 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.842 465.19 41328.46

15 5.9.4 Shelves (Cast in situ) sqm 1.233 465.19 573.35

16 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 140.056 430.32 60268.79

17 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 104.380 525.70 54872.57

18 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 3.914 238.39 933.00

19 5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 44.550 138.44 6167.50

20 5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 24.220 585.78 14187.45

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

21 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 1730.000 100.48 173830.40

22 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 1334.000 98.46 131345.64

23 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1493.500 96.55 144197.42

24 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 528.500 97.51 51534.04

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

25 6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 30.524 5125.03 156436.10

6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.523 895.5 17482.85

26 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 4.398 512.51 2254.02

27 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

28 6.18.4A Cement mortar 1:4 (1 cement: 4 coarse send) sqm 15.736 637.24 10027.61

29 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 15.677 95.4 1495.22

30 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 15.736 120.79 1900.75

31 9.1.2 Providing wood work in frames of doors,windows, clerestory windows and other frames, wrought framed and fixed in position

32 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 3.086 4100.83 12654.34

33 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 1.850 1887.68 3491.26

34 9.21.3 25 mm thick (for cub-board) including nickel plated bright finished M.S.piano hinges with necessary screws sqm 2.466 1690.12 4167.84

35 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 23.760 121.85 2895.16

36 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)

37 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

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:

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:

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:

44 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 3.000 64.65 193.95

45 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 1.000 696.89 696.89

46 9.104 Providing and fixing aluminium tee chanals(heavy duty)with rollers,stop end in pelmets as curtain rod i m 3.150 148.54 467.90

47 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.

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.

48 10.13B Steel windows Sqm 1.080 421.81 455.55

49 10.13C Steel ventilators Sqm 0.900 430.96 387.86

50 10.15 Providing and fixing pressed steel door confirming IS code 351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

51 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 5.000 167.15 835.75

52 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 1.000 79.00 79.00

53 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 2.000 194.26 388.52

54 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 315.000 121.85 38382.75

55 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying apriming coat of approved steel primer

10.33.3 G.I pipes 40mm nominal bore(class B) Kg 39.060 159.50 6230.07

56 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 109.670 307.40 33712.44

57 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

58 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 3.941 916.99 3614.09

59 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 7.260 845.32 6137.02

60 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 163.270 301.23 49181.82

61 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 100.213 412.88 41375.74

62 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 2.000 201.39 402.78

63 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 94.565 150.66 14247.20

64 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 94.565 173.11 16370.19

65 13.13 20mm cement plaster of mix:

66 13.24 6mm cement plaster to ceiling of mix:

67 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 0.720 216.49 155.87

68 13.70 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 284.068 20.10 5709.76

69 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 234.088 86.34 20211.16

70 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 11.340 42.21 478.66

71 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 3.960 36.79 145.69

72 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 29.580 123.87 3664.07

73 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 45.000 50.08 2253.60

74 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 21401 1273.50 27253.92

Coarse sand Cum 45.280 4395.50 199028.24

Stone chips Cum 44.975 3083.93 138698.78

Local Sand - 3 KM( Lead 1K+2P) Cum 75.349 333.35 25117.50

75 Difference Cost of materials :-

76 Providing Information Board with all complete Job Nos. 1.000 3191.000 3191.00

Total 1980719.82

77 ADD SEIGNIORAGE of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 21401 512.800 10974.33

Coarse sand Cum 45.280 17.580 796.02

Stone chips Cum 44.975 59.360 2669.70

Local Sand - 3 KM( Lead 1K+2P) Cum 75.349 14.850 1118.93

A Total 1996279

BOQ For (P.H.E. WORKS) Cum 75.348731 14.85 1118.928655

S.N. Ref. Description Unit Quantity Rate Amount Grand Total 1996278.796

SANITARY INSTALLATION

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:

78 17.13.2 White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. (Indian Type) Each 2.00 2427.83 4855.66

79 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 1040.23 7281.61

80 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 3.00 545.79 1637.37

81 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 2.00 713.69 1427.38

82 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 2.00 417.77 835.54

RAIN WATER PIPE

83 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 12.00 273.80 3285.60

84 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)

85 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.

86 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 50.93 152.79

87 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

SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 416.49 2498.94

88 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

SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 436.70 2620.20

89 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.

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 )

SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 3.00 8415.70 25247.10

90 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

Part 'A' Cost of Materials

91 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 9871.68 9872.00

92 PHED 125 mm dia UPVC Casing Pipe confirming to IS : 12818-1983/1992 M 20.00 459.35 9187.00

93 PHED 32 mm dia medium quality G.I. Riser Pipe and 8 Nos. 3 mtre length (3 mtr each length confirming IS:1239 M 30.00 248.81 7464.00

94 PHED 40 mm dia x 2 mtr, long UPVC RIBEED Strainer confirming to IS : 12818 - 1983/1992 Each 3.00 263.70 791.00

95 PHED 125 mm dia x 40 mm x UPVC reducing socket (Heavy Quality) Each 1.00 292.41 292.00

96 BCD 18.7.5 40 mm nominal outer dia CPVC Pipe M 30.00 572.48 17174.00

97 BCD Supplying all materials labours and equipement for constructing platform with foot rest etc. all complete job.(Detail Est attached) Each 1.00 5623.79 5624.00

98 BCD Supplying drain 3 m as per design etc. all complete job.(Detail Est Attached) Each 3.00 1637.48 4912.00

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

99 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 20.00 347.10 6942.00

(b) For 40 mm dia pipe from 30 meter deep to 61.0 meter M 35.00 227.22 7953.00

100 PHED Supplying labour and equipment including 125 mm dia G.I. cap & fitting and fixing over the T/W properly and taking it out as per direction of E.I. (Cap will be property of the contractor) 1 No. Each 1.00 85.06 85.00

101 PHED Providing all labours for fitting and fixing of India mark II hand pump including supplying all tools and plants requred for the all job complete as per direction of E/I. Each 1.00 152.26 152.00

102 PHED Supplying all tools equipment all labours for lowering 32 mm dia medium quality G.I. Pipe (Riser pipe) in drilled T/W in 3 mtrs lenth p/m 30.00 21.61 648.00

103 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 1.00 210.85 211.00

104 PHED Supplying all materials & labours for arrangement of additional water required during the drilling work all complete job as per specification and direction of E/I. Each 1.00 1063.30 1063.00

105 PHED Developing and t Testing of T/W till the discharge is free from sand one item all complete job as per specification and direction of E/I. Each 1.00 448.24 448.00

Abstract Cost of Septic Tank and Soak Pit

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.

106 2.8.1 All kinds of soil Cum 14.21 383.53 5450.65

107 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 0.71 305.49 218.12

108 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, sqm 4.76 301.23 1433.85

109 4.5.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) Cum 1.04 4251.18 4429.73

110 5.1.2 Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work putoplinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size) Cum 0.33 5212.62 1743.23

111 6.1.12/1 Providign 100A B/W(1:4) in superstructure etc. all complete job. Cum 2.78 5335.56 14822.19

112 6.1.14A Providign 100A B/W(1:6) in superstructure etc. all complete job. cum 2.41 5125.00 12359.04

113 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. kg 33.44 98.46 3292.75

114 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 9.86 202.88 2000.40

115 13.13.1 Providing 20 mm thick C.P (1:3) in all etc. all complete job. sqm 1.80 150.46 270.83

116 0285B 50 mm size brick aggrigate outer side of soak pit Cum 1.99 1325.94 2632.36

117 NSR Carriage of Materials:-

Local Sand Cum 0.79 333.35 261.89

Coarse sand Cum 2.18 4395.50 9574.55

Stone chips Cum 1.21 3083.93 3736.62

118 NSR Difference cost of materials:-

119 NSR Seigniorage Charge:-

Local Sand Cum 0.79 14.85 11.67

Coarse sand Cum 2.18 17.58 38.29

Stone chips Cum 1.21 59.36 71.92

b Total Rs 198829

BOQ FOR ELECTRICAL INSTALLATION & FIXTURES

S.N. Ref. Description Unit Quantity Rate Amount Grand Total 1996278.796

120 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 -21 b. Ceiling fan points - 07 c. Ex. Fan points - 00 Total - 28 Point 28 724.11 20275.08

121 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 55.29 165.87

122 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 2 304.10 608.20

123 1.17 Supplying and drawing low resistance co-axial T.V cable RJ-6 grade copper conductor PE insulated, with PVC sheath in the existing PVC concuit etc. as required. Meter 10 25.52 255.20

124 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 55.29 55.29

125 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 30 138.23 4146.90

1.7.11 2 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 288.15 7203.75

126 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

128 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 1149.43 1149.43

129 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 .

130 2.12.1 6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 377.47 2264.82

131 2.12.3 32 Amp SPN MCB 240 Volt Each 1 543.35 543.35

132 3.13 Providing and laying earth connections from earth electode with 4.00 mm. Dia copper wire in 15 mm. Dia G.I.pipe from earth electrode as required. Meter 10.00 18.08 180.80

133 3.15 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 10.00 159.50 1595.00

134 3.17 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 10.00 286.03 2860.30

SUPPLY AND INSTALLATION OF FIXTURES

135 5.7 Supplying and fixing bulkhead fitting die cast aluminium alloy body with prismatic glass cover suitable for the GLS/CFL lamp directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 11 473.17 5204.87

136 1.33 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 636.92 9553.80

137 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 44.66 133.98

138 6.1.7 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

18 watt CFL lamp Each 3 213.72 641.16

139 8.11.2 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 1720.42 12042.94

140 5.1.1 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 10 489.12 4891.20

C Total Rs 74076

BOQ FOR BOUNDARY WALL

S.N. Ref. Description Unit Quantity Rate Amount Grand Total 1996278.796

141 20.2 Boring, Providing and installing cast in situ singleunder reamed piles of specified diameter and lengthbelow pile cap in M-25 cementconcrete, to carry a safe working load not less thanspecified, excluding the cost of steel reinforcementbut including the cost of boring with bentonitesolution and the length of the pile to beembedded in pile cap etc. all complete. (Length ofpile for payment shall be measured upto to the bottom of pile cap) :

142 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 1.73 305.49 526.97

143 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 14.38 301.23 4330.18

144 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.

5.33A.1 All work up to plinth level cum 2.88 5058.00 14541.75

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

5.33A.2.1 Walls columns, pillars, posts cind struts Cum 3.02 5628.58 17001.13

5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 1.36 6036.57 8224.83

145 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal 5.86 647.87 3793.93

146 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 23.05 430.32 9918.88

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 56.64 525.70 29777.75

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 10.93 238.39 2604.41

5.9.16 Edges of slabs and breaks in floors and walls.

147 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 529.00 100.48 53153.92

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 404.00 98.46 39777.84

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 0.00 96.55 0.00

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 41.00 97.51 3997.91

148 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 5125.03 54389.38

149 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 10.61 895.52 9503.71

150 9.82 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.

9.82.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 734.25 114.94 84394.70

151 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 157.50 110.58 17416.35

152 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 175.39 173.11 30362.46

153 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 86.34 15143.52

154 13.81 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 42.21 1408.76

155 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 45.98 123.87 5694.92

156 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5706.31 1330.50 7592.25

Coarse sand Cum 13.13 4739.21 62245.49

Stone chips Cum 14.78 3083.93 45580.49

Local Sand - 3 KM( Lead 1K+2P) Cum 1.94 337.37 656.16

157 Difference Cost of materials :-

Cement (Patna Division) MT 8.14 133.73 1089.19

158 add seigniorage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5706.31 512.80 2926.20

Coarse sand Cum 13.13 17.58 230.90

Local Sand - 3 KM( Lead 1K+2P) Cum 1.94 14.85 28.88

Stone chips Cum 14.78 59.36 877.34

Total Rs (a+b+c+d) 2868549

PROPOSED COMMUNITY HALL

CLINT-BIHAR MAHADALIT VIKKASH MISSION

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

S.N. Ref. Description Unit Quantity Rate Amount

SANITARY INSTALLATION

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:

1 17.13.2 White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. (Indian Type) Each 2.00 2427.83 4855.66

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 1040.23 7281.61

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 3.00 545.79 1637.37

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 2.00 713.69 1427.38

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 2.00 417.77 835.54

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 12.00 273.80 3285.60

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 50.93 152.79

10 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

SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 416.49 2498.94

11 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

SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 436.70 2620.20

12 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.

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 )

SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 3.00 8415.70 25247.10

13 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

Part 'A' Cost of Materials

14 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 9871.68 9872.00

15 PHED 125 mm dia UPVC Casing Pipe confirming to IS : 12818-1983/1992 M 20.00 459.35 9187.00

16 PHED 32 mm dia medium quality G.I. Riser Pipe and 8 Nos. 3 mtre length (3 mtr each length confirming IS:1239 M 30.00 248.81 7464.00

17 PHED 40 mm dia x 2 mtr, long UPVC RIBEED Strainer confirming to IS : 12818 - 1983/1992 Each 3.00 263.70 791.00

18 PHED 125 mm dia x 40 mm x UPVC reducing socket (Heavy Quality) Each 1.00 292.41 292.00

19 BCD 18.7.5 40 mm nominal outer dia CPVC Pipe M 30.00 572.48 17174.00

20 BCD Supplying all materials labours and equipement for constructing platform with foot rest etc. all complete job.(Detail Est attached) Each 1.00 5623.79 5624.00

21 BCD Supplying drain 3 m as per design etc. all complete job.(Detail Est Attached) Each 3.00 1637.48 4912.00

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

22 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 20.00 347.10 6942.00

(b) For 40 mm dia pipe from 30 meter deep to 61.0 meter M 35.00 227.22 7953.00

23 PHED Supplying labour and equipment including 125 mm dia G.I. cap & fitting and fixing over the T/W properly and taking it out as per direction of E.I. (Cap will be property of the contractor) 1 No. Each 1.00 85.06 85.00

24 PHED Providing all labours for fitting and fixing of India mark II hand pump including supplying all tools and plants requred for the all job complete as per direction of E/I. Each 1.00 152.26 152.00

25 PHED Supplying all tools equipment all labours for lowering 32 mm dia medium quality G.I. Pipe (Riser pipe) in drilled T/W in 3 mtrs lenth p/m 30.00 21.61 648.00

26 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 1.00 210.85 211.00

27 PHED Supplying all materials & labours for arrangement of additional water required during the drilling work all complete job as per specification and direction of E/I. Each 1.00 1063.30 1063.00 `

28 PHED Developing and t Testing of T/W till the discharge is free from sand one item all complete job as per specification and direction of E/I. Each 1.00 448.24 448.00

Abstract Cost of Septic Tank and Soak Pit

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.

29 2.8.1 All kinds of soil Cum 14.21 383.53 5450.65

30 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 0.71 305.49 218.12

31 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, sqm 4.76 301.23 1433.85

32 4.5.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) Cum 1.04 4251.18 4429.73

33 5.1.2 Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work putoplinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size) Cum 0.33 5212.62 1743.23

34 6.1.12/1 Providign 100A B/W(1:4) in superstructure etc. all complete job. Cum 2.78 5335.56 14822.19

35 6.1.14A Providign 100A B/W(1:6) in superstructure etc. all complete job. cum 2.41 5125.00 12359.04

36 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. kg 33.44 98.46 3292.75

37 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 9.86 202.88 2000.40

38 13.13.1 Providing 20 mm thick C.P (1:3) in all etc. all complete job. sqm 1.80 150.46 270.83

39 0285B 50 mm size brick aggrigate outer side of soak pit Cum 1.99 1325.94 2632.36

40 NSR Carriage of Materials:-

Local Sand Cum 0.79 333.35 261.89

Coarse sand Cum 2.18 4395.50 9574.55

Stone chips Cum 1.21 3083.93 3736.62

41 NSR Difference cost of materials:-

42 NSR Seigniorage Charge:-

Local Sand Cum 0.79 14.85 11.67

Coarse sand Cum 2.18 17.58 38.29

Stone chips Cum 1.21 59.36 71.92

b Total Rs 198829

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

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

Sl. No Ref. 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 -21 b. Ceiling fan points - 07 c. Ex. Fan points - 00 Total - 28 Point 28 724.11 20275.08 5

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 55.29 165.87

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 2 304.10 608.20

4 1.17 Supplying and drawing low resistance co-axial T.V cable RJ-6 grade copper conductor PE insulated, with PVC sheath in the existing PVC concuit etc. as required. Meter 10 25.52 255.20

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 55.29 55.29

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 30 138.23 4146.90

1.7.11 2 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 288.15 7203.75

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

9 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 1149.43 1149.43

10 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 .

11 2.12.1 6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 377.47 2264.82

12 2.12.3 32 Amp SPN MCB 240 Volt Each 1 543.35 543.35

13 3.13 Providing and laying earth connections from earth electode with 4.00 mm. Dia copper wire in 15 mm. Dia G.I.pipe from earth electrode as required. Meter 10.00 18.08 180.80

14 3.15 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 10.00 159.50 1595.00

15 3.17 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 10.00 286.03 2860.30

SUPPLY AND INSTALLATION OF FIXTURES

16 5.7 Supplying and fixing bulkhead fitting die cast aluminium alloy body with prismatic glass cover suitable for the GLS/CFL lamp directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated, copper conductor single core cable etc. as required. Each 11 473.17 5204.87

17 1.33 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 636.92 9553.80

18 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 44.66 133.98

19 6.1.7 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

18 watt CFL lamp Each 3 213.72 641.16

20 8.11.2 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 1720.42 12042.94

21 5.1.1 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 10 489.12 4891.20

Total Rs. 74076

PROJECT : PROPOSED COMMUNITY HALL CUM WORK SHED

ABSTRACT OF COST FOR BOUNDARY WALL AT Madhubani

FOR , BIHAR MAHADALIT VIKAS MISSION, PATNA

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

SL.NO DESCRIPTION UNIT QTY. RATE AMOUNT

1 20.2 Boring, Providing and installing cast in situ singleunder reamed piles of specified diameter and lengthbelow pile cap in M-25 cementconcrete, to carry a safe working load not less thanspecified, excluding the cost of steel reinforcementbut including the cost of boring with bentonitesolution and the length of the pile to beembedded in pile cap etc. all complete. (Length ofpile 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 1.73 305.49 526.97

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 14.38 301.23 4330.18

4 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.

5.33A.1 All work up to plinth level cum 2.88 5058.00 14541.75

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

5.33A.2.1 Walls columns, pillars, posts cind struts Cum 3.02 5628.58 17001.13

5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 1.36 6036.57 8224.83

5 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal 5.86 647.87 3793.93

6 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 23.05 430.32 9918.88

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 56.64 525.70 29777.75

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 10.93 238.39 2604.41

5.9.16 Edges of slabs and breaks in floors and walls.

7 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 529.00 100.48 53153.92

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 404.00 98.46 39777.84

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 0.00 96.55 0.00

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 41.00 97.51 3997.91

8 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 5125.03 54389.38

9 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 10.61 895.52 9503.71

10 9.82 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.

9.82.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 734.25 114.94 84394.70

11 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 157.50 110.58 17416.35

12 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 175.39 173.11 30362.46

13 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 86.34 15143.52

14 13.81 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 42.21 1408.76

15 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 45.98 123.87 5694.92

16 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5706.31 1330.50 7592.25

Coarse sand Cum 13.13 4739.21 62245.49

Stone chips Cum 14.78 3083.93 45580.49

Local Sand - 3 KM( Lead 1K+2P) Cum 1.94 337.37 656.16

17 Difference Cost of materials :-

Cement (Patna Division) MT 8.14 133.73 1089.19

18 add seigniorage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 5706.31 512.80 2926.20

Coarse sand Cum 13.13 17.58 230.90

Local Sand - 3 KM( Lead 1K+2P) Cum 1.94 14.85 28.88

Stone chips Cum 14.78 59.36 877.34

S.NO ITEM NO DESCRIPTION UNIT NO LENGTH WIDTH H/D QUANTITY

1 2.29.1 Surface dressing of the ground

Total sqm 625.000

Total Qty. in term of 100sqm 6.250

2 2.8.1 Earth work in excavation in foundation

Trench for ramp 1 9.400 0.650 1.000 6.110

Trench for ramp 2 1.400 0.650 1.000 1.820

Total cum 92.058

3 2.26 Earth work in back filling

Total E/W in excavation cum 92.058

Less local sand filling in foundation cum -5.609

LessPCC in foundation cum -2.919

LessRCC in foundation cum -9.386

Total cum 74.143

4 2.28 S/Filing Local sand in Foundation&Plinth

Sub Total of (a ) cum 5.609

plinth area sqm 1 9.140 9.140 83.540

Urinal sqm 2 1.350 2.000 5.400

Landing platform sqm 1 3.000 1.500 4.500

Total plinth area sqm 105.155

Qty of sand cum 105.155 0.750 78.866

Less PCC in plinth cum 11.373 0.100 -1.137

Less RCC in tie beam cum -5.440

Less brick work in plinth cum -6.543

Sub Total of (b ) cum 67.242

Total sand filling(a+b) cum 72.851

5 4.1 P/L PCC In

(a)in plinth under floor

under step 1 3.200 1.075 3.440

under step 2 1.050 0.325 0.683

Sub Total of PCC area sqm 11.373

Qty of PCC in plinth cum 11.373 0.075 0.853

PCC band over Ramp wall cum 1 11.550 0.250 0.050 0.144

Tube well platform 1 1.200 1.200 0.075 0.108

Total PCC cum 1.105

4.1.8 PCC 1:4:8 in foundation

Sub total of(a) cum 2.919

6 5.9.1 Centering and shuttering for PCC work

PCC band over Ramp wall 1 11.550 0.100 1.155

Tube well platform 1 4.800 0.175 0.840

Total sqm 9.765

7 4.11 Providing 50 mm th. DPC at plinth level 21.390 0.250 5.348

Total sqm 5.894

8 4.12 Extra for providing water proofing material per 50 kg of 5.894 0.320 1.886

9 5.33A Prov.RCC M20

5.33A.1 All work up to plinth level

Sub total cum 9.386

Sub total of tie beam cum 5.440

Sub total of column cum 2.300

Total RCC up to plinth cum 17.127

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

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

Total cum 5.312

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

(i) Lintel level beam

sub total of Lintel beam cum 3.024

(ii) Gr. Floor roof beam

sub total of Gr. Floor roof beam cum 6.513

Total of beam cum 9.537

(i) Gr. floor roof slab

Slab area (hall) sqm 1 9.140 9.140 83.540

Slab area (room) sqm 1 3.550 3.300 11.715

Slab area (toilet) sqm 2 1.500 1.100 3.300

Gr. Floor roof area sqm 98.555

floor slab cum 98.555 0.125 12.319

Projection slab 1 43.800 0.150 0.125 0.821

Less -1st floor beam 1 65.130 0.250 0.125 -2.035

sub total of Gr. Floor roof slab cum 11.105

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

(i) Lintel over 250mm thick wall

Sub Total cum 0.199

Sub Total cum 0.000

(ii) Lintel over 125mm thick wall

Sub Total cum 0.044

(iv) band over 125mm thick wall

Sub Total cum 0.000

Total in Lintel(d ) cum 0.243

Sub Total (f) cum 1.535

(g) Shelves cast in situ

Sub Total (g) cum 0.092

Total of Beam, Slab ,etc cum 22.513

10 5.9 Centering&shuttering

5.9.1 Foundation

Ramp trench 1 19.500 0.125 2.438

Ramp trench 2 3.750 0.125 0.938

Total sqm 20.895

5.9.3 Roof&landing

Roof&landing Vide 5.3(b) sqm 88.842

Total sqm 88.842

5.9.4 Shelves (Cast in situ)

Shelves sqm 1.233

Total sqm 1.233

Tie beam at EGL 1 72.530 0.600 43.518

Lintel level beam 1 48.390 0.750 36.293

Total sqm 140.056

column up to plinth

Column C1 under F1 4 1.000 1.225 4.900

Column C2 under F2 2 1.200 1.675 4.020

Column C3 under F3 12 1.200 1.575 22.680

Column avove plinth

Total sqm 104.380

5.9.15 lintel (up to 1.5m span)

band at plinth level 1 0.000 0.000 0.000

band at Lintel level 1 0.000 0.200 0.000

band at parapet level 1 0.000 0.200 0.000

Total sqm 3.914

5.9.16.1 Edges of slab under 20 cms wide

5.9.19 chajja sqm 20.471

face of chajja 1 45.490 0.075 3.412

side of chajja 10 0.450 0.075 0.338

Total sqm 24.220

11 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 0 0.786 0.090 0.375 0.000

under ream cum 0 0.098 0.000

Total of 300 mm dia pile Conc. cum 0.000

Pile 300mm dia kg 0.000 0.000 0.000

Lintel ,staircase,chajja,stiffner etc kg 1.871 90.000 168.348

Total Reinforcement kg 0.000 4383.269

Total RCC cum 44.952

Total RCC cum 44.952

Check:-RCC cum 44.952

GR Floor area sqm 100.650

Mumty sqm 0 0 0 0.000

Total area - sqm 100.650

i.e. Per Sqm of roof area cum 0.447

Check:- steel Kg 4383.269

Steel In KG Per Sqm of Roof area kg 43.550

Steel - In Kg Per Cum of RCC kg 97.510

% of steel-along with RCC(by volume) % 1.242

12 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

In ramp foundation 1 1.400 0.250 0.750 0.263

Sub total of(a-i) cum 4.459

Ramp platform 1 4.500 0.250 0.750 0.844

Sub total of(a-ii) cum 6.543

Total of (a) cum 11.001

Total B/W inS/S cum 19.523

Total of (a+b) cum 30.524

13 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 19.523

14 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 1.200 0.100 0.120

Total sqm 4.398

15 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 0.060

LessRCC in lintel sqm -0.353

Total 125 mm Th B/W inS/S sqm 15.677

Total 125 mm Th B/W sqm 15.736

16 6.19A Extra for half Brick masonry in superstructure above pinth level

17 6.21A Extra for providing 2 nos 6 mm dia ms bars

Qty same as 125 mm Th B/W sqm 15.736

18 9.1.2 Sal wood in choukhat of doors

Total cum 0.034

19 9.142.2 Providing and fixing factory made panel PVC door shutter

Total sqm 3.086

20 9.21 P/F non decorative flush door shutter

9.21.1 35mm thick non decorative flush door shutter

Total sqm 1.850

9.21.3 25mm thick non decorative flush door shutter

Total sqm 2.466

21 10.32 P& F M.S grills

10.32.2 Fixed to steel windows Vide-/10.12.1 sqm 1.980

Total area of steel windows sqm 1.980

Wt of grill @ 12 kg per Sqm of grill area kg 1.980 12.000 23.760

22 9.79 P & F cupboard or ward robe locks

23 9.95 Providing and fixing aluminium but hinge

24 9.96 P&F Alluminium sliding door bolt

25 9.97 P&F Alluminium sliding tower bolt

26 9.100 P&F Alluminium handles

27 9.101.2 P&FAlluminium hanging floor door stopper nos 3 3.000

28 9.103 Bright finished 100mm mortice lock nos 1 1.000

29 9.104 Providing and fixing aluminium tee curtain rod

30 10.12.1 P&F steel windows& ventilator

Total Sqm 1.980

31 10.13 Extra for steel beading

10.13B steel windows - Sqm 1.080

10.13c steel ventilator -

Total sqm 0.900

32 10.15.1 Providing and fixing pressed steel door

33 10.21 Providing and fixing circular cast iron box for ceiling fan clamp nos 5 5.000

34 10.28 Steel window fastner nos 1 1.000

35 10.29 Steel window peg stays nos 2 2.000

36 10.32.2 Steel work welded in built up sections

Ramp railing 1 10.500 1.200 12.600

Total railing area sqm 12.600

(Wt. @ 25kg per sqm m)

37 10.33.3 40mm dia G.I pipe in stair hand rail

(Wt. @3.72 kg per m) Total kg 39.060

38 11.3.1 40 MM Th.Cement concrete flooring 1:2:4(

below T.V. shelf 1 1.200 0.300 0.360

Ramp platform 1 3.000 1.500 4.500

Tube well platform 1 1.200 1.200 1.440

Total sqm 109.670

39 11.6.1 18 mm th.Cement plaster 1:3 in skirting

Side of below T.V. shelf 2 0.300 0.600

column 8 1.200 9.600

Total length of skirting m 31.540

skirting sqm 31.540 0.150 4.731

Tube well platform 1 4.800 0.050 0.240

Total skirting sqm 4.971

40 11.38 Providing and Laying 300 x300 mmCeramic

glazed floor tiles in toilets

Total Ceramic glazed floor tiles sqm 3.941

41 11.36 Ceramic glazed wall tiles in dado

Door jambs 4 0.075 0.750 0.225

sub Total sqm 8.385

Total sqm 7.260

42 11.72 100A one brick flat soling in plinth

Foundation Vide-/4.1.3(a) sqm 38.925

under plinth Vide-/4.1.3(b) sqm 100.213

under tie beam 1 72.530 0.250 18.133

Total sqm 163.270

43 11.76 Providing average 150mm thick dry rammed khoa

Vide-/2.28(b) sqm 105.150

under step 1 3.200 1.075 3.440

under step 2 1.050 0.325 0.683

Less plan area of beam at plinth sqm 1 72.530 0.250 -18.133

Tube well platform 1 1.350 1.350 1.823

Total sqm 100.213

44 12.39 Making Khurras nos 2 2.000

45 13.11.4 Internal Cement Plaster

Lintel soffits 1 26.920 0.250 6.730

Less- Skirting 11.6.1 sqm -4.971

" glazed tiles Vide-11.36 sqm -7.260

sub total sqm 189.131

46 13.12.4 15mm CP 1:6 in internal surfaces sqm 50% 189.131 94.565

47 13.13.2 20mm CP 1:4 in external surfaces

External(all around) 1 48.560 4.480 217.549

Plain chajja(top and bottom) sqm 40.941

Plain chajja side sqm 1 45.490 0.075 3.412

Plain chajja side sqm 10 0.450 0.075 0.338

parapet top 1 54.400 0.250 13.600

Hall opening 1 24.160 2.100 -50.736

Total External plaster sqm 234.088

48 13.24.2 6mm CP 1:4 in ceiling

Total sqm 94.937

49 13.17.1 12 mm cement plaster 1:3

Total sqm 0.720

50 13.70.1 White Lime wash

Total sqm 284.068

51 13.79.1 Water proof cement paint

External portion

Total sqm 234.088

52 13.81 Applying priming coat

13.81.1 Pink or grey primer on wooden surfaces

wardrobe shutter 1 1.200 2.100 2.400 6.048

Total sqm 11.340

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.1 sqm 1.980

Steel window vide-/10.12.1 sqm 1.980

Total sqm 3.960

53 13.94.1 synthetic enamel paint on wooden & steel

Railing sqm 12.600

Hand rail sqm 10.500 0.160 1.680

Total sqm 29.580

54 13.116 Forming groove of12x12mm and up to

all around: horizontal 1 45.000 45.000

55 MATERIAL CONSUMPTION

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

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

1 Local Sand cum 72.851

2 Brick Flat Soling sqm 163.270 5267.090

17 40mm Th C.C. Flooring sqm 109.670 37.288 1.952 3.904

18 18mm Th C.P 1:3 In Skirting sqm 4.971 1.392 0.124

19 Ceramic Tiles in dado sqm 7.260 1.803 0.109

20 Kota+Marble Flooring sqm 0.000 0.000 0.000

21 Kota+Marble Skirting sqm 0.000 0.000 0.000

22 20mm Th C.P 1:3 In Water Proofing sqm 0.000 0.000 0.000

23 120mm Th I.C. Based Water Proofing cum 0.000 0.000 3.130

24 Ceramic floor tiles sqm 3.941 0.979 0.100

25 L.sand (cum)

Local Sand cum 72.851 72.851

Brick Flat Soling sqm 163.270 2.498

Brick Edge Soling sqm 0.000 0.000

Total cum 75.349

26 Brick bats in M3

120mm Th I.C. Based Water Proofing sqm 0.000 0.000

Dry rammed khoa sqm 100.213 15.232

Total cum 15.232

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

SEPTIC TANK Estimated Cost: #REF!

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

1 2.8.1 Providing earth work in excavation

Soakpit upto 3 m deep 1 0.785 2.000 3.000 4.710

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

Total 0.714 cum 305.49

4 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,

5 B-4.5.3 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job

6 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)

7 6.1.12A Providign 100A B/W(1:4) in superstructure etc. all complete job. 14879

Net B/W 2.778 cum 5356.05

8 6.1.14A Providign 100A B/W(1:6) in superstructure etc. all complete job.

Net B/W 2.412 cum 5125.00

9 5.29 Providing M-S reinfrocement etc .all complete job.

2.5 kg per cft 33.443 Kg 98.46

10 13.17.1 Providing 12mm thcik CP(1:3) on overall roof surface

11 13.13.1 Providing 20 mm thick C.P (1:3) in all etc. all complete job.

12 0285B 50 mm size brick aggrigate outer side of soak pit 3.14 1.550 0.150 2.500 1.825

13 Carriage of materials

a a)brick(8 KM) 2748 Nos. 1273.500 3656

b b) local sand (3 KM.) 0.786 cum 333.350 262

c Coarse sand 2.178 cum 4395.500 9575

e Stone chips 1.212 cum 3083.930 3737

14 extra cost of materials

a a)brick(8 KM) 2748 Nos. 394.000 1083

b d) Cement ( 3 KM.P) 0.835 MT 133.730 112

15 Add seigniorage of materials

a a)brick(8 KM) 2748 Nos. 512.800 1409

b b) local sand (3 KM.) 0.786 cum 14.850 12

c Coarse sand 2.178 cum 17.580 38

e Stone chips 1.212 cum 59.360 72

Calculation for material consumption

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling 0.714 cum 0.714

Brick Flat Soling 4.760 sqm 154 0.072

150 mm thick Dry rammed khoa 0.000 sqm 0 0.000

52 mm thick Concrete flooring (1:2:4) 0.000 sqm 0.000 0.000 0.000

12 mm plaster 1:6 9.86 sqm 0.710 0.152

15 mm plaster 1:6 1.800 sqm 0.155 0.032

6 mm plaster 1:4 0.000 sqm 0.000 0.000

ESTIMATE FOR BOUNDARY WALL OF COMMUNITY HALL AT Madhubani

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

Total length of boundary wall m 65.000

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 sqm 1 57.500 0.300 0.100 1.725

Total sand filling cum 1.725

3 11.72 100A one brick flat soling

under tie beam sqm 1 57.500 0.250 14.375

Total sqm 14.375

4 5.33A Prov.RCC M20

5.33A.1 All work up to plinth level

Sub total of tie beam cum 2.875

Sub total of column cum 0.000

Total RCC up to plinth cum 2.875

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

5.33A.2.1 Walls columns, pillars, posts cind struts

Total cum 3.021

Less Entry Gate 1 3.000 0.250 0.100 -0.075

Total cum 1.363

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

Cement bag 7.320 1.600 11.712

Total in quintel quintel 5.856

6 5.9 Centering&shuttering

Tie beam at EGL 1 57.500 0.400 23.000

Total sqm 23.050

column up to plinth

Column avove plinth

Total sqm 47.524

Total sqm 10.925

7 5.22 Reinforcement for RCC work

300 mm dia pile:

under ream cum 30 0.098 2.940

Total of 300 mm dia pile Conc. cum 9.560

Pile 300mm dia kg 9.560 70 669.200

Tie beam kg 2.875 110 316.250

Total Reinforcement kg 0.000 1426.705

Total RCC cum 16.818

Total RCC cum 16.818

Check:-RCC cum 16.818

GR Floor area sqm 100.650

Mumty sqm 0 0 0 0.000

Total area - sqm 100.650

i.e. Per Sqm of roof area cum 0.167

Check:- steel Kg 1426.705

Steel In KG Per Sqm of Roof area kg 14.175

Steel - In Kg Per Cum of RCC kg 84.832

% of steel-along with RCC(by volume) % 1.081

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 10.613

Total of (a+b) cum 10.613

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

Total B/W inS/S cum 10.613

10 9.82 P& F M.S grills

9.82.2 Fixed to opening sqm 1 44.500 0.750 33.375

Total area of steel windows sqm 33.375

Wt of grill @ 22 kg per Sqm of grill area kg 33.375 22.000 734.250

11 10.32.2 Steel work welded in built up sections

Ramp railing 1 3.000 2.100 6.300

Total railing area sqm 6.300

(Wt. @ 25kg per sqm m)

12 13.12.4 15mm th. Cement Plaster

Cloumn face 8 1.000 0.075 0.600

Less- Gate sqm 2 3.000 1.725 -10.350

Total sqm 175.394

13 13.79.1 Water proof cement paint

External portion

Total sqm 175.394

14 13.81 Applying priming coat

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.2 sqm 33.375

Total sqm 33.375

15 13.94.1 synthetic enamel paint on wooden & steel

Same Vide-13.81.3 sqm 33.375

Total sqm 45.975

16 MATERIAL CONSUMPTION

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

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

1 Local Sand cum 1.725

2 Brick Flat Soling sqm 14.375 464

25 L.sand (cum)

Local Sand cum 1.725 1.725

Brick Flat Soling sqm 14.375 0.220

Brick Edge Soling sqm 0.000 0.000

Total cum 1.945

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