Construction of a community hall-cum-workshed in the Mahadalit Tola of Hukha, within the Rahsichak (Pandeypatti) Panchayat of Buxar Block (Mauza: Hukha; Thana No.: 281; Khata No.: 187; Khesra No.: 743; Area: 7 Decimals)

बक्सर प्रखंड अंतर्गत पंचायत रहसीचक( पाण्डेयपट्टी ) के महादलित टोला हुकहा मे सामुदायिक भवन सह वर्कशेड का निर्माण कार्य ( मौजा - हुकहा ,थाना संख्या -281 खाता संख्या -187, ,खेसरा संख्या-743 ,रकबा -7 डी० )

FOR BIHAR MAHADALIT VIKAS MISSION , PATNA

PILE FOUNDATION

AREA GROUND FLOOR 100.96 Sq.Mtr

plot area 15X18 270 Sq.Mtr

ITEMS COVERED UNDER( S.O.R. -B.C.D 01.01.2022)

DETAILED ABSTRACT OF COST

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

1 CIVIL COST OF BUILDING

2 COMPLETE P.H.E. WORKS COST

3 ELECTRIC WORKS

4 BOUNDARY WALL

5 Sign Board 7152

LAEO WD- BUXAR LAEO WD-BUXAR

बक्सर प्रखंड अंतर्गत पंचायत रहसीचक( पाण्डेयपट्टी ) के महादलित टोला हुकहा मे सामुदायिक भवन सह वर्कशेड का निर्माण कार्य ( मौजा - हुकहा ,थाना संख्या -281 खाता संख्या -187, ,खेसरा संख्या-743 ,रकबा -7 डी० )

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

ABSTRACT OF COST FOR CIVIL WORKS

FOR , BIHAR MAHADALIT VIKAS MISSION, PATNA

ITEMS COVERED UNDER( S.O.R. -B.C.D 01.01.2022)

SL.NO DESCRIPTION UNIT QTY. Rate AMOUNT

1 20.3A Making 25cm(10'') dia bore up to 4m depth below ground with hand auger of approved quality

20.3A.1 250 mm dia piles metre 178.3

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not

2.29.1 All kinds of soil. 100sqm 1355.4

3 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

2.8.1 All kinds of soil Cum 360.7

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Cum 123.9

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 287.3

6 4.1 Providing and laying in position cement concrete of specified grade -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 3998.1

4.1.8 1:4:8(1 Cement:4Coarse sand:8graded stone aggregate 40mm normal size cum 2975.2

7 4.3 Centering and shuttering including strutting, proping etc. and removal of form work for:

4.3.1 Foundations, footings, bases for columns Sqm 211.1

8 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 Sqm 245.6 1447

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 57.16

10 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring -All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 4688.3

11 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns etc.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum 5670

12 5.3 Reinforced cement conrete work in beams, suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4 cum 5335.9

13 5.33B.4 Add or deduct for providing richer or leaner mixes respectively at all floor levels Providing M-15grade R.C.C instead of M-20 grade R.C.C. cum 383.8

14 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 211.6

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 437.5

5.9.4 Shelves (Cast in situ) sqm 437.5

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 494.4

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 224.2

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 130.2

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

15 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)

5.11.1 Suspended floors, roots, laning, beams and balconies (Plan area to be measured) sqm 174

16 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1 Mild steel 6.00mm dia Kg 96.7

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

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

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

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

17 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 4819.9

18 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 842.2

19 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 599.3

20 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 89.7

21 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 113.6

22 9.120.1 DSR Providing and fixing factory made P.V.C. door frame shutter sqm 2293.4 7087

23 9.82.1 P/v fixing M.S grills kg 144.5

24 9.21 Providing and fixing flush door shutters non-decorative type, core of block board construction with frame of 1st class hard wood

9.21.1 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 1775.3

25 9.95 Providing and fixing aluminium but each anodised

26 9.96 Providingand fixingaluminiumslidingdoor bolts, ISImarked, anodised (anodiccoatingnot lessthangradeAC10asperIS:1868), transparentor dyed to required colour or shade, with nuts and screws etc. complete:

27 9.97 Providing and fixing aluminium tower bolts anodised transparent or dyed to required colour or shade with necessary screws etc. complete:

28 9.1 Providing and fixing aluminium handles anodised complete:

29 9.101 Providing and fixing aluminium hanging floor door stopper anodised complete.

9.101.2 Twin rubber stopper Each 60.8

30 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitred and welded

10.12.1 Windows Sqm 3038.9

31 10.13 Extra for providing and fixing steel beading of approved shape and section with screw

10.13B Steel windows Sqm 396.7

10.13C Steel ventilators Sqm 405.3

32 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

10.15.1 Profile B metre 405.8

33 10.18 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 Each 165.4

34 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 114.6

35 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 150

36 11.41A Providing and laying vitrified tiles in floor in different sizes with water absorption less then 0.08% and conforming to IS:15622,of approved brand & manufacture ,in all colours and shade ,laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand )joint with grey cement slurry @ 3.3 kg/sqmincluding grouting the joint with white cement and matching pigments etc.

11.41A.1.1 Dubble charge vitrified tile polished finish of size 600 x 600 mm sqm 1022.7

37 11.38 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) sqm 862.4

38 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 sqm 795

39 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 283.3

40 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 141.5

41 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 162.8

42 13.13 20mm cement plaster of mix:

13.13.2 1:4(1 cement: 4 course sand) sqm 209.9

43 13.24 6mm cement plaster to ceiling of mix:

13.24.2 1:4( 1 cement: 4 coarse sand) sqm 125.6

44 13.7 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 18.9

45 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 81.2

46 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 39.7

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 34.6

47 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 116.5

48 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 Metre 47.1

49 13.13.1+13.36.5 20 mm cement plaster of mix ; 1:3 (1 cement: 3 coarse sand)

50 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block Sqm 721.1

51 Carriage of Materials:-

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

Coarse sand Cum

Stone chips Cum

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

Difference Cost of materials :-

Bricks %0 nos 281.2

Cement mt 268.03

Add Extra cost of GST 0.0536 Total(B)Rs

53 Add s.f.of materials:-

Bricks %0 nos 506

Coarse sand Cum 27.58

Stone chips Cum 88.71

Local Sand Cum 21.69

54 Add Extra cost of royalty ( vide letter no 2961/dated 06-05-2026)

Stone chips cum 350

Coarse sand cum 25

LAEO WD-BUXAR LAEO WD-BUXAR

बक्सर प्रखंड अंतर्गत पंचायत रहसीचक( पाण्डेयपट्टी ) के महादलित टोला हुकहा मे सामुदायिक भवन सह वर्कशेड का निर्माण कार्य ( मौजा - हुकहा ,थाना संख्या -281 खाता संख्या -187, ,खेसरा संख्या-743 ,रकबा -7 डी० )

PROPOSED COMMUNITY HALL

CLINT-BIHAR MAHADALIT VIKKASH MISSION,PATNA

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

ITEMS COVERED UNDER( S.O.R. -B.C.D 01.01.2022)

S.N. Ref. Description Unit Quantity Rate Amount

SANITARY INSTALLATION

55 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 4470.9

56 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 7 978.3

57 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 3 513.3

58 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 2 671.2

59 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 2 392.9

RAIN WATER PIPE

60 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 6 257.5

61 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 12.79.1.2 110mm Each 2 120

SOR 12.79.5 Bend 87.50

SOR 12.79.5.2 110mm bend Each 3 132

SOR 12.79.6 Shoe (Plain)

SOR 12.79.6.2 110mm Shoe Each 3 115.95

62 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.

63 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 47.9

64 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. 3 391.7

65 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. 4 410.7

66 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 )

SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 2 7914.7

67 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

68 Boring / drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS: 2800(part l) including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & machineries required for the job, all complete as per direction of Engineer - in - charge. upto 90 metre depth below ground level 300/250 mm dia bore hole for inserting of 125 mm dia U.P.V.C. casing pipe / slotted pipe U.P.V.C screen pipes for installation mark ll hand pump.

24.1.1.1 All types of soil

(i) From G.L. to 90 mtrs depth P/M 38 486.8

69 Providing all equipments and labour lowering 125 mm dia U.P.V.C. casing slotted U.P.V.C / U.V.C. ribbed screen pipe imperfect vertically confirming to the available strata ( slotted pipe / screen pipe area to be lowered in water bearing aquifer and as per direction of E/I at site and also where casing pipe will be lowered. P/M 37 20.2

70 Supplying fitting and fixing the following G.I. fitting of approved make and specification at work site copmlete job.

(a) 125 mm center guide Nos in each T/W. each 4 151.5

(b) 25 mm dia well plug . each 1 75.75

( c ) Clamp for 125 mm pipe. each 1 141.4

71 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. cum 1.3 1343.2

72 Carriage of pea gravel average 400 km lead. cum 1.3 5616.2

73 Supplying all materials labours and aquipments to seal T/W up to the depth of 10 mtrs below G.L. by stick clay to prevent contamination from surface from all complete job as per direction of E/I. each 1 50.5

74 Providing all material and labour and construction 1.85 mtrs dia circular PCC ( 1:2:4 ) UNICEF design platform with foot rest etc all complete. each 1 5950

75 Providing all materials, labours, equipments for construction PCC (1:2:4) 1drain as per specification and UNICEF design etc all complete job. P/M 2 671

76 Supplying all tools equipment and labour for flushing washing and developing the T/W to give clean and clear water and all complete job as per direction of E/I. L.S. 1 601.8

(a) Supplying all tools for lowering 32 mm dia G.I. pipe. P/M 21 20.12

(b) Fixing cylinder. each 1 218.5

( c ) Fixing India Marka ll hand pump. each 1 156.7

Cost of Materials:-

77 UPVC Ribbed strainer 125mm ( each of 3 mtrs in length ) conform to the I.S. 12818-1983/1992. each 2 1536

UPVC Pipe 125mm conform to I.S.12818-1983/1992. P/M 31 427

Hand Pump India Marka ll conforming to I.S.:15500 (pt-1to8) /2004 each 1 9192

G.I. Pipe 32mm confirming to I.S.:1239 (part 1-4) P/M 21 232

Cost of India Marka ll Hand pump

SANITARY INSTALLATION

Add extra cost of GST 5.36% (B) 0.0633

Cost of Septic Tank and Soak Pit ( C )

LAEO WD-BUXAR LAEO WD-BUXAR

PROPOSED COMMUNITY HALL , BIHAR MAHADALIT VIKKASH MISSION,PATNA

Estimated Cost:

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

78 2.8.1 Providing earth work in excavation

79 B-2.28 Supplying and Filling in plinth with local sand and under floor

80 B-11.72 Providing designation 100 A one brick flat soling joints filled with local sand

81 B-4.1.3 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job

82 5.1.2 Providing RCC (1:1.5:3) All work up to plinth Level

83 6.1.14A Providign 100A B/W(1:4) in superstructure etc. all complete job.

84 5.22.7B Providing M-S reinfrocement etc .all complete job.

2.5 kg per cft Kg

85 13.17.1 12 mm cement plaster (1:3)finished with a floating coat of near cement

86 0285D 63 mm size brick aggrigate outer side of soak pit

87 Carriage of materials

a)brick(8 KM) Nos.

b) local sand (3 KM.) cum

c)Sone sand (82+1) cum

d) Cement ( 3 KM.P) Bags 0

e) Stone chip cum

88 Add extra cost

a)brick(8 KM) Nos. 281.2 s

d) Cement ( 3 KM.P) mt 268.03

89 ADD Extra Cost of GST 5.36% 0.0633 Total Rs(B)

90 S.F. of material

a)brick(8 KM) Nos. 506

b) local sand (3 KM.) cum 21.69

c)Sone sand (82+1) cum 25.58

d) Cement ( 3 KM.P) 0 MT 0

e) Stone chip cum 88.71

91 add Extra cost of royalty

e) Stone chip cum 350

LAEO WD-BUXAR LAEO WD-BUXAR

Calculation for material consumption

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling cum

Brick Flat Soling sqm

12 mm plaster 1:6 sqm

बक्सर प्रखंड अंतर्गत पंचायत रहसीचक( पाण्डेयपट्टी ) के महादलित टोला हुकहा मे सामुदायिक भवन सह वर्कशेड का निर्माण कार्य ( मौजा - हुकहा ,थाना संख्या -281 खाता संख्या 187 ,खेसरा संख्या-743 ,रकबा -7 डी० )

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

NAME OF WORK : BOQ FOR ELECTRICAL INSTALLATION & FIXTURES

sl.no. SOR Ref. Item of work Unit Quantity Rate (Rs) Amount (Rs.)

92 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 5

93 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

94 1.3 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 2 424

95 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 42

96 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

97 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

1.7.11 4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 660

98 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.

1.22.1 75mmX75mmX60mm Each 1 139

MAIN PANEL & D.B.s

99 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

100 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

2.12.3 32 Amp SPN MCB 240 Volt Each 1 1044

101 3.2 Earthing with G.I earth pipe 4.5 mt. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. including providing salt and charcoal for pipe earth electrode as required. Set 2 6323

102 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 10 269 269

103 3.15 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 10 367 367

104 3.17 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 10 144

SUPPLY AND INSTALLATION OF FIXTURES

105 5.7.1 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 11 926

106 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

107 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

108 6.1.7 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

18 watt CFL lamp Each 3 267

109 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 1618

110 8.11.4 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 1483

111 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 13 447

LAEO WD-BUXAR LAEO WD-BUXAR

बक्सर प्रखंड अंतर्गत पंचायत रहसीचक( पाण्डेयपट्टी ) के महादलित टोला हुकहा मे सामुदायिक भवन सह वर्कशेड का निर्माण कार्य ( मौजा - हुकहा ,थाना संख्या -281 खाता संख्या -187, ,खेसरा संख्या-743 ,रकबा -7 डी० )

PROJECT : PROPOSED COMMUNITY HALL CUM WORK SHED

ABSTRACT OF COST FOR BOUNDARY WALL

FOR , BIHAR MAHADALIT VIKAS MISSION, PATNA

BASED ON S.O.R. B.C.D.GOVT. OF BIHAR EFFECTIVE FROM 01/07/2020

SL.NO DESCRIPTION UNIT RATE QTY. AMOUNT

112 20.3A.1 Making 25 cm (10'')dia bore up to 4 m depth below ground with handauger of approved quality.

20.3A.1 250 mm dia piles metre 178.3

113 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum

114 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

115 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum

5.2 Walls columns, pillars, posts cind struts

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum

116 5.3 Reinforced cement concrete work in beams lintels etc. cum

117 5.33B.4 P/V M-15grade Rcc instead of M-20grade Rcc cum 383.8 1.36

118 5.9 Centring and Shuttering

A 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm

B 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm

C 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

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

119 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

A 5.22.1 Mild steel 6.00mm dia Kg

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

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

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

E 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg

120 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

121 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum

122 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 161.1

123 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

124 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

125 13.7 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm

126 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

127 13.81 Applying priming coat:

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

128 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

129 Carriage of Materials:-

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

Coarse sand Cum

Stone chips Cum

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

130 Difference Cost of materials :-

Bricks 100A %0 nos

Add Extra cost of GST 0.0536

131 Add s.f.of materials:-

Coarse sand Cum

Stone chips Cum

132 Add Extra cost of royalty ( vide letter no 2961/dated 06-05-2026)

Stone chips cum 350

Coarse sand cum 25

LAEO WD-BUXAR LAEO WD-BUXAR

S.L Ref. BCD Cum Unit Rate AMOUNT

133 2.2.1 Earthwork in rough excavation , banking excavated earth in layer notexceeding20cmindepth,breakingclodswatering, rollingeachlayerwith1/2tonnerollerorwoodenorsteel rammersandrollingevery3rdandtopmost layer with power roller of minimum8 tonnes and dressing up in embankments for roads, floodbanks ,marginalbanksandguidebanksor filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

134 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

135 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

136 Carriage of materials

(a) Paver Block 1577 nose 1192.96

( b) L/Sand 4.84 cum 310.47

(a) Paver Block nose 308.71

137 Add G st 536%

138 Seignorage Fee @10% of (Basic rate )

1 Earth 8.8 cum 7.5

2 Local sand cum 21.69

3 paver Block nos 506

139 add extra royalty vide letter no 2961date 6/5/26

earth 8.8 cum 42

Information Board

140 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of soil cum 0.08 360.7

141 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 0.08 3998.1

142 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces sqm 0.45 3653

143 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15x3 mm lugs 10 cm long embedded in cement concerete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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 Kg 10.5 110.4

144 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats) sqm 1.39 83.5

145 13.106 Lettering with black Japan paint of approved brand and manufacture 1 letter of 1cm height 500 2.7

146 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

8.2.2.1 Granite of any colour and shade Area of slab upto 0.50 sqm sqm 0.279 4242.9

147 13.106 Lettering with black Japan paint of approved brand and manufacture 1 letter of 1cm height 500 2.7

Total BOQ cost 2960998

Detailed Estimate of CIVIL Works

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

1 2.29.1 Surface dressing of the ground

Total Qty. in term of 100sqm

2 20.3A Making 25 cm (10'') dia bore up to 4mdepth below ground with hand auger of approved quality

20.3A.1 250 mm dia pile

3 2.8.1 Earth work in excavation in foundation

Trench for ramp 1 9.4 0.65 1

Trench for ramp 2 1.4 0.65 1

2.26 Earth work in back filling

Total E/W in excavation cum

Less local sand filling in foundation cum

LessPCC in foundation cum

LessRCC in foundation cum

2.28 S/Filing Local sand in Foundation&Plinth

Sub Total of (a ) cum

plinth area sqm 1 9.14 9.14

Room sqm 1 3.55 3.3

Urinal sqm 2 1.35 2

Landing platform sqm 1 3 1.5

Total plinth area sqm

Qty of sand cum 0.75

Ramp cum 1 6 1.5

under step 1 3.45 1.225 0.1

under step 2 1.35 0.475 0.1

lesss Urinal 2 1.35 2 0.45

Less PCC in plinth cum 0.1

Less RCC in tie beam cum

Less brick work in plinth cum

Sub Total of (b ) cum

Total sand filling(a+b) cum

(a) in foundation under footing

(b)in plinth under floor

Ramp cum 1 5.8 1.25

under step 1 3.2 1.075

under step 2 1.05 0.325

Sub Total of PCC area sqm

Qty of PCC in plinth cum 0.075

PCC band over Ramp wall cum 1 11.55 0.25 0.05

4.1.8 PCC 1:4:8 in foundation

Sub total of(a) cum

4.3.1 Centering and shuttering for PCC work

PCC band over Ramp wall 1 0.1

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

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

5.1 Prov.RCC M20

5.1.2 All work up to plinth level

Ramp trench 1 9.25 0.5 0.125

Ramp trench 2 1.375 0.5 0.125

along grid-A,B,C 3 7.94 0.25 0.3

along grid-C' 1 1.1 0.25

along grid-D 1 3.05 0.25

along grid-D' 1 1.1 0.25

along grid-E 1 1.5 0.25

along grid-1 1 11.02 0.25

along grid-1' 1 1.1 0.25

along grid-2 1 12.12 0.25

along grid-2' 1 1.5 0.25

along grid-3 1 8.11 0.25

along grid-4 1 8.11 0.25

Sub total of tie beam cum

Sub total of column cum

Total RCC up to plinth cum

5.2 All work from plinth level upto floor V level

5.2.2 (a)Walls columns, pillars, posts cind struts

5.3 roof beam, Roof slab,Lintel,Stair case,Chajja, Band

(i) Lintel level beam

along grid-A 1 7.94 0.25 0.25

along grid-C 1 4.99 0.25

along grid-C 1 2.97 0.25

along grid-C' 1 1.1 0.25

along grid-D 1 3.05 0.25

along grid-D' 1 1.1 0.25

along grid-E 1 1.5 0.25

along grid-1 1 11.02 0.25

along grid-1' 1 1.1 0.25

along grid-2 1 4.01 0.25

along grid-2' 1 1.5 0.25

along grid-4 1 8.11 0.25

sub total of Lintel beam cum

(ii) Gr. Floor roof beam

along grid-A,B,C 3 7.94 0.25 0.4

along grid-D 1 3.05 0.25 0.4

along grid-1 1 11.02 0.25 0.4

along grid-2 1 11.02 0.25 0.4

along grid-3 1 8.11 0.25 0.4

along grid-4 1 8.11 0.25 0.4

sub total of Gr. Floor roof beam cum

Total of beam cum

(i) Gr. floor roof slab

Slab area (hall) sqm 1 9.14 9.14

Slab area (room) sqm 1 3.55 3.3

Slab area (toilet) sqm 2 1.5 1.1

Gr. Floor roof area sqm

floor slab cum 0.125

Projection slab 1 43.8 0.15 0.125

Less -1st floor beam 1 65.13 0.25 0.125

sub total of Gr. Floor roof slab cum

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

(i) Lintel over 250mm thick wall

(iii) Lintel over 125mm thick wall

Total in Lintel(d ) cum

Sub Total (f) cum

(g) Shelves cast in situ

Sub Total (g) cum

Total of Beam, Slab ,etc cum

5.33B.4 P/V M-15grade Rcc instead of M-20grade Rcc cum 22.51

11 5.9 Centering&shuttering

5.9.1 Foundation

5.9.3 Roof&landing

Roof&landing Vide 5.3(b) sqm

5.9.4 Shelves (Cast in situ)

Tie beam at EGL 1 72.53 0.6

Lintel level beam 1 48.39 0.75

Roof beam 1 65.13 0.925

column up to plinth

Column avove plinth

5.9.15 lintel (up to 1.5m span)

Lintel 1 2.35 0.425

5.9.16.1 Edges of slab under 20 cms wide

5.9.19 chajja sqm

face of chajja 1 0.075

side of chajja 10 0.45 0.075

5.11.1 Extra for additional height in centring,

Roof slab sqm 1 9.14 9.14

Roof slab sqm 1 3.55 3.3

Projection slab sqm 1 43.8 0.15

5.22 Reinforcement for RCC work

Pile 250mm dia , PC1,PC2&Ramp kg 50

Tie beam kg 130

Lintel ,staircase,chajja,stiffner etc kg 130

Total Reinforcement kg

5.22.1 Ms 6 mm dia kg 0

5.22.7A TMT 8mm dia kg 0.435

5.22.7B TMT 10mm dia kg 0.085

5.22.7C TMT 12 mm dia kg 0.345

5.22.7D TMT 16mm dia kg 0.12

GR Floor area sqm 100.65

Mumty sqm 0 0 0

Total area - sqm

i.e. Per Sqm of roof area cum

Check:- steel Kg

Steel In KG Per Sqm of Roof area kg

Steel - In Kg Per Cum of RCC kg

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

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

(a) in foundation & plinth

Front step 1 3 1 0.45

In ramp foundation 1 1.4 0.25 0.75

Sub total of(a-i) cum

External cum 1 0.25 0.35

Ramp platform 1 4.5 0.25 0.75

Sub total of(a-ii) cum

Total of (a) cum

Gr floor cum 1 16.33 0.25 3.075

Toilet wall 1 4.4 0.25 2.3

Total B/W inS/S cum

Total of (a+b) cum

6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum

16 6.18.4A Half brick work with bricks of100 in cm 1:4

Gr floor 2 1.5 2.3

Parapet 1 42.78 0.15

LessRCC in lintel sqm -0.35

Total 125 mm Th B/W inS/S sqm

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

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

Qty same as 125 mm Th B/W sqm

19 9.120.1 Providing and fixing factory made panel PVC door shutter

20 9.142 P/F non decorative flush door shutter

9.142.2 35mm thick non decorative flush door shutter

9.48 P& F M.S grills

9.48.1 Fixed to steel windows Vide-/10.12.1 sqm

Total area of steel windows sqm

Wt of grill @ 15 kg per Sqm of grill area kg 15

22 9.95 Providing and fixing aluminium but hinge

9.96 P&F Alluminium sliding door bolt

9.96.1 300x16 mm nos

9.96.4 250x16 mm nos

9.976 P&F Alluminium sliding tower bolt

9.97.1 300x10mm nos

9.97.2 150x10mm nos

9.1 P&F Alluminium handles

9.101.2 P&FAlluminium hanging floor door stopper nos

27 10.12.1 P&F steel windows& ventilator

10.13 Extra for steel beading

10.13B steel windows - Sqm

10.13c steel ventilator -

10.15.1 Providing and fixing pressed steel door

10.21 Providing and fixing circular cast iron box for ceiling fan clamp nos 7

31 10.32.2 Steel work welded in built up sections

Ramp railing 1 10.5 1.2

Total railing area sqm

(Wt. @ 25kg per sqm m)

32 10.33.3 40mm dia G.I pipe in stair hand rail

(Wt. @3.72 kg per m) Total kg

11.41A.1.1 P/V & laying double charge vertical tiles in floor size of tiles 600 x 600 mm

Door sill D1 1 1.05 0.25

Ramp platform 1 3 1.5

Ent step 4 3.05 0.25

back step 2 1 0.25

Side of below T.V. shelf 2 0.3

Total length of skirting m

skirting sqm 0.15

34 11.38 Providing and Laying 300 x300 mmCeramic

glazed floor tiles in toilets

Urinal 2 1.5 1.22

Total Ceramic glazed floor tiles sqm

11.36 Ceramic glazed wall tiles in dado

Door jambs 4 0.075 0.75

11.72 100A one brick flat soling in plinth

Foundation Vide-/4.1.3(a) sqm

Ramp trench 1 9.25 0.5

Ramp trench 2 1.375 0.5

under plinth Vide-/4.1.3(b) sqm 100.21

under tie beam 1 0.25

37 13.11.4 Internal Cement Plaster

Length Vide-11.36 1 2.425

Length Vide-11.4.2 1 3.6

Lintel soffits 1 26.92 0.25

Less- Skirting vide 11.41A.1.1 sqm -4.73

" glazed tiles Vide-11.36 sqm

12 mm C P (1:6) sqm 0.5

13.12.4 15mm CP 1:6 in internal surfaces sqm 0.5

13.13.2 20mm CP 1:4 in external surfaces

External(all around) 1 48.56 4.48

Plain chajja(top and bottom) sqm

Plain chajja side sqm 1 0.075

Plain chajja side sqm 0.075

parapet 2 45 0.15

parapet 2 9.4 0.15

parapet top 1 0.25

Hall opening 1 24.16 2.1

Total External plaster sqm

13.24.2 6mm CP 1:4 in ceiling

Urinal 2 1.5 1.22

41 13.70.1 White Lime wash

Vide-/13.11.4 sqm

Vide-/13.24.2 sqm

13.79.1 Water proof cement paint

External portion

Vide-/13.13.2 sqm

13.81 Applying priming coat

13.81.1 Pink or grey primer on wooden surfaces

wardrobe shutter 1 1.2 2.1 2.4

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.1 sqm

Steel window vide-/10.12.1 sqm

13.94.1 synthetic enamel paint on wooden & steel

Same Vide-/13.81.1+/13.81.3 sqm

Hand rail sqm 0.16

13.116 Forming groove of12x12mm and up to

all around: horizontal 1 45

13.13.1+13.36.5 Providing and laying integral cement based water proofing treatment

Vide-5.28(b) over tertrace sqm

47 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick

48 MATERIAL CONSUMPTION

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

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

1 Local Sand cum

2 Brick Flat Soling sqm

4 125 Th. B/W 1:4 sqm

6 PCC 1:2:4 cum

7 RCC 1:4:8 cum

9 50mm DPC 1:2:4 sqm ss

11 12mm CP 1:6 sqm 0

14 6mm CP 1:4 sqm 0

18 Ceramic Tiles in dado sqm 0

19 Ceramic floor tiles sqm 0

20 120mmTh I.C Based Water Proofing cum 48.96 3.13 0

22 Local Sand cum

23 Brick Flat Soling sqm

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 0.03184

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 , BIHAR MAHADALIT VIKKASH MISSION,PATNA

Estimated Cost:

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 2.8 1.7 1.95

Soakpit upto 3 m deep 1 2 3

2 B-2.28 Supplying and Filling in plinth with local sand and under floor

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

Cap beam 1 2.8 1.7

4 B-4.1.3 Providing P.C.C(1:2:4) in F&P ……do….do…..all complete job

5 5.1.2 Providing RCC (1:1.5:3) All work up to plinth Level

6 6.1.14A Providign 100A B/W(1:4) in superstructure etc. all complete job.

8 5.22.7B Providing M-S reinfrocement etc .all complete job.

10 MM DIA TMT BAR

2.5 kg per cft Kg

9 13.17.1 12 mm cement plaster (1:3)finished with a floating coat of near cement

11 0285D 63 mm size brick aggrigate outer side of soak pit 3.14 1.55 0.15 2.5

12 Carriage of materials

a)brick(8 KM) Nos.

b) local sand (3 KM.) cum

c)Sone sand (82+1) cum

d) Cement ( 3 KM.P) Bags 0

e) Stone chip cum

13 a)brick(8 KM) Nos. 281.2 s

d) Cement ( 3 KM.P) mt 268.03

ADD Extra Cost of GST 5.36% 0.0633 Total Rs(B)

14 S.F. of material

a)brick(8 KM) Nos. 506

b) local sand (3 KM.) cum 21.69

c)Sone sand (82+1) cum 25.58

d) Cement ( 3 KM.P) 0 MT 0

e) Stone chip cum 88.71

Add Extra cost of royalty ( vide letter no 2961/dated 06-05-2026)

ston chips cum 350

LAEO WD-BUXAR LAEO WD-BUXAR

Calculation for material consumption

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling cum

Brick Flat Soling sqm

12 mm plaster 1:6 sqm

बक्सर प्रखंड अंतर्गत पंचायत रहसीचक( पाण्डेयपट्टी ) के महादलित टोला हुकहा मे सामुदायिक भवन सह वर्कशेड का निर्माण कार्य ( मौजा - हुकहा ,थाना संख्या -281 खाता संख्या -187, ,खेसरा संख्या-743 ,रकबा -7 डी० )

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.) Remarks

1 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 1.1.2 5

2 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 1.24.4

3 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 2 424 1.31

4 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 42 1.17

5 Supplying and fixing piano type T.V antenna socket on the existing metal box including making connection, etc. as required. Each 1 74 1.23.7

6 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

2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) Meter 30 201 1.7.1

4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 25 660 1.7.11

7 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. 1.22

75mmX75mmX60mm Each 1 139 1.22.1

MAIN PANEL & D.B.s

8 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 2.8.6

9 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

6 Amp. To 32 Amp. SP MCB 240 Volt Each 6 237 2.12.1

32 Amp SPN MCB 240 Volt Each 1 1044 2.12.3

10 Earthing with G.I earth pipe 4.5 mt. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. including providing salt and charcoal for pipe earth electrode as required. Set 2 6323 3.2

11 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 10 269 3.13

12 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 10 367 3.15

13 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 10 144 3.17

SUPPLY AND INSTALLATION OF FIXTURES

14 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 11 926 5.7

15 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 15 64 1.33

16 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 1.34

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

18 watt CFL lamp Each 3 267

18 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 1618 8.11.2

19 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 1483 8.11.4

20 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 13 447 5.1.1

LAEO WD-BUXAR LAEO WD-BUXAR

Detailed Estimate of BOUNDARY WALL

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

Total length of boundary wall m 65

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

20.3.1 250 mm dia pile

2.28 S/Filing Local sand in Foundation&Plinth

under tie beam sqm 1 0.3 0.1

Total sand filling cum

11.72 100A one brick flat soling

under tie beam sqm 1 0.25

5.1 Prov.RCC M20

5.1.2 All work up to plinth level

Sub total of tie beam cum

Sub total of column cum

Total RCC up to plinth cum

5 5.22 All work from plinth level upto floor V level

5.2.2 Walls columns, pillars, posts cind struts

6 5.3 Reinforced cement concrete work in beams lintels etc.

Less Entry Gate 1 3 0.25 0.1

7 5.33B.4 P/V M-15grade Rcc instead of M-20grade Rcc

8 5.9 Centering&shuttering

Tie beam at EGL 1 0.4

column up to plinth

Column avove plinth

11 5.22 Reinforcement for RCC work

250 mm dia pile:

pile: cum 1 3.14

Less in stem cum 30 0.7857 0.375

under ream cum 0.098

Total of 250mm dia pile Conc. cum 9.56

Pile 250mm dia kg 46

Tie beam kg 140

Total Reinforcement kg

5.22.1 Ms 6 mm dia kg 0.05

5.22.7A TMT 8mm dia kg 0.32

5.22.7B TMT 10mm dia kg 0.56

5.22.7C TMT 12 mm dia kg 0

5.22.7D TMT 16mm dia kg 0.07

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

(a) in foundation & plinth

Total of (a) cum 0

Wall cum 1 13 0.25 1.35

Less Gate 1 3 0.25 0.6

Total B/W inS/S cum

Total of (a+b) cum

6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum

9.82 P& F M.S grills

9.82.2 Fixed to opening sqm 1 44.5 0.75

Total area of steel windows sqm

Wt of grill @ 22 kg per Sqm of grill area kg 22

10.32.2 Steel work welded in built up sections

Ramp railing 1 3 2.1

Total railing area sqm

(Wt. @ 25kg per sqm m)

13.12.4 15mm th. Cement Plaster

Wall top 1 0.25

Cloumn 20 1 0.825

Cloumn 2 1.2 1.31

Cloumn face 8 1 0.075

Less- Gate sqm 2 3 1.725

13.70.1 White Lime wash

13.79.1 Water proof cement paint

External portion

Vide-/13.13.2 sqm

13.81 Applying priming coat

13.81.3 yellow primer on steel surfaces

grill Vide-/9.82.2 sqm

13.94.1 synthetic enamel paint on wooden & steel

Same Vide-13.81.3 sqm

Gate sqm 1 3 2.1 2

MATERIAL CONSUMPTION

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

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

1 Local Sand cum

2 Brick Flat Soling sqm

4 125 Th. B/W 1:4 sqm 0

6 PCC 1:2:4 cum 0

7 RCC 1:4:8 cum 0

8 PCC 1:3:6 cum 0

10 RCC M20 cum 14.78

11 RCC M25 cum 0

12 12mm C.P 1:6 sqm 0

13 15mm C.P 1:6 sqm

14 20mm C.P 1:4 sqm 0

15 L.sand (cum)

Brick Flat Soling sqm

Brick Edge Soling sqm 0

LAEO WD-BUXAR LAEO WD-BUXAR

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 0.03184

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

Room sqm 1 3.55 3.3

Urinal sqm 2 1.35 2

Total sqm 48.56

4 plinth protection

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

W 1 0 0.9 1.2 Steel glazed

D&W having 125 mm th wall

Doors Gr 1st 2nd mumty Total

Estimated Cost:

S.L Ref. BCD Item of Work NO L B H Qty Unit Rate Amount

1 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding20cmindepth,breakingclodswatering, rollingeachlayerwith 1/2tonnerollerorwoodenorsteel rammersandrollingevery3rdandtop most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banksandguidebanksor filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

Total = Cum 386.6

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

Total = Cum 287.3

3 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

Total = sqm 956.4

8 Carriage of materials

(a) Paver Block pth

( b) L/Sand cum

(a) Paver Block 308.71

10 Add 5.36 % extra cost of GST 0.0536 =

11 Seignorage Fee @10% of (Basic rate )

(a) Paver Block pth 506

( b) L/Sand cum 21.69

( d) Eath work cum 0

Gr. Total (A+B+C) =

Add Extra cost of royalty ( vide letter no 2961/dated 06-05-2026)

Stone chips cum 350

Coarse sand cum 25

Earth cum 8.8 42

Material Statement

S.L Items. Qty. Units Cement S. Chips Earth L/Sand C/SAND Bricks

2 Local sand Cum

3 paver Block Sqm

S.O.R w.e.f 17.10.2016 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour Cess(%) with O.H &C.P

STONE CHIPS 182 0 1 192.9 1

CORSE SAND 69 0 1 192.9 1

LOCAL SAND 2 0 1 192.9 1

CEMENT 3 0 0 203 1

9.4 Ls= Lead on surface road Hs = Houlage on surface road

11.3 Lu= Lead on unsurface road Hu= Houlage on unsurface road

22.8 Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

RATE OF AS PER SOR OF RCD , DATED : 20.9.18

Domchanch to Kodarma rly st

STONE CHIPS 16 0 1 1

Danapur to work site

STONE CHIPS 59 0 0 1

Bill of Quantity

Amount of BOQ:-

Earnest Money :-

Time of Completion (in months) :- 06 Months

S.N. Code No. Item of works Unit Quantity Rate Amount

1 20.3A Making 25cm(10'') dia bore up to 4m depth below ground with hand auger of approved quality

20.3A.1 250 mm dia piles metre 171 178.3

2 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 2.7 1355.4

3 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 53.18 360.7

4 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 15.64 123.9

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 78.134 287.3

6 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:

a 4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 2.042 3998.1

b 4.1.8 PCC (1:4:8) FOUNDATION CUM 1.7 2975.2

7 4.3 Centering and shuttering including strutting, proping etc. and removal of form work for:

4.3.1 Foundations, footings, bases for columns sqm 7.73 211.1

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 5.8876 245.6

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 1.89 57.16

10 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring ,shuttering ,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 27.027 4688.3

11 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) cum 8.33 5670

12 5.3 Reinforced cement conrete work in beams, suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). cum 23.87 5335.9

13 5.33B.4 P/V M-15 grade Rcc instead of M-20 grade Rcc cum 383.8

14 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

a 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm 38.7 211.6

b 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.84 437.5

c 5.9.4 shelves ( cast in situ ) sqm 1.23 437.5

c 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 163.11 404.7

d 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 143.22 494.4

e 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 14.84 224.2

f 5.6.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 44.55 130.2

g 5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 24.2185 550.9

15 5.11 Extra for additional height in centring, shuttering wherever 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)

5.11.1 Suspended floors, roots, laning, beams and balconies (Plan area to be measured) sqm 101.82 174

16 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

a 5.22.1 Mild steel 6.00 mm dia Kg 142.11 96.7

b 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kg 2690.26 94.5

c 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 1192.34 92.6

d 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1812.29 90.8

e 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 719 91.7

17 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 46.459 4819.9

18 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum cum 30.21 842.2

19 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 12.73 599.3

20 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 12.73 89.7

21 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) sqm 6.9 113.6

22 9.120.1 DSR Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. metre 3.09 2293.4

23 9.48 P/V and fixing M.S grills of required pattern in frames of windows etc.With M. S.flats,square or round bars etc.including primeing coat with approved steel primer all complete.

a 9.48.1 p&fixinf M.S grills Kg 29.7 144.5

b 9.48.2 p/v m s grills fixed to wooden frames Kg 734.25 161.1

24 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

a 9.21.1 35mm thick including ISI marked stainless steel butt hinges with necessary screws. sqm 1.85 1775.3

25 9.95 Providing and fixing ISI marked aluminium butt hinges 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 :

26 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

27 9.97 Providing and fixing aluminium tower bolts, ISI marked, 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 9.1 Providing and fixing aluminium handles, ISI marked, 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:

29 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, 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 60.8

30 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm 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.

31 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

a 10.13B Steel windows sqm 1.08 396.7

b 10.13C Steel ventilators sqm 0.9 405.3

32 10.15 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge:

10.15.1 Profile B metre 15.15 405.8

33 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet 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 lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. each 7 165.4

34 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, railings, brackts. gates & similar works. Kg 441 114.6

35 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer

10.33.3 G.I pipes 40 mm nominal bore (class B) Kg 39.06 150

36 11.41A Providing and fixing vitrified tiles in floor in different sizes with water absorption less then 0.08% and conforming to IS:15622,of approved brand & manufacture ,in all colours and shade ,laid on 20 mm thick cement mortar 1:4(1 cement :4 coarse sand )joint with grey cement slurry @3.3kg /sqm including grouting the joint with white cement and matching pigments etc

11.41A.1.1 Dubble charge vitrified tiles polished finish of size 600 x600 mm sqm 112.6 1022.7

37 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.

38 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. sqm 3.94 862.4

39 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 7.26 795

40 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 166.205 283.3

41 13.11 12 mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 94.69 141.5

42 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.4 1:6 (1 cement: 6 coarse sand) sqm 270.08 162.8

43 13.13 20 mm cement plaster of mix ;

13.13.2 1: 4(1 cement: 4 coarse sand) sqm 234.09 209.9

44 13.24 6 mm cement plaster to ceiling of mix :

13.24.2 1:4(1 cement: 4 coarse sand) sqm 94.22 125.6

45 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 11.51 203.6

46 13.7 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 283.59 18.9

47 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 409.48 81.2

48 13.81 Applying priming coat:

a 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) sqm 11.34 39.7

b 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 37.34 34.6

49 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 pain+ of approved brand and manufacture sqm 75.56 116.5

50 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. metre 45 47.1

51 13.13.1+13.36.5 20 mm cement plaster 1:3(1 cement:3 sand)

Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: sqm 98.55 240.4

52 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. sqm 135.93 721.1

53 0285D 63 mm size brick aggrigate outer side of soak pit cum 1.985 1247

54 2.2.1 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 cum 386.6

55 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: sqm 956.4

SANITARY INSTALLATION

54 17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 2 4470.9

55 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 metre 7 978.3

56 17.4 Providing and fixing heel rest sanitary bend

17.40.1.1 Sand cast iron S&S as per IS - 1729 each 3 513.3

57 17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.

17.43.1.1 Sand cast iron S&S as per IS - 1729 each 2 671.2

58 17.56 Providing and fixing terminal guard :

17.56.1.1 100 mm Sand cast iron S&S as per IS - 1729 each 2 392.9

RAIN WATER PIPE

59 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm diameter metre 6 257.5

60 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings / accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.1.2 Coupler 110mm each 2 120

12.79.5.2 Band 87.50-110 mm bend each 3 132

12.79.6.2 Shoe plain-110m Shoe each 3 115.95

61 12.80.2 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete. 110 mm each 11 182.72

62 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 47.9

63 2.10.1 Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.All kinds of soil.

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. metre 3 391.7

64 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 (1 cement : 2 fine sand) including testing of joints etc. complete :

19.6.2 150 mm dia. R.C.C. pipe metre 4 410.7

65 19.7.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2 7914.7

66 19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. each 1 4117.3

67 Boring / drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS: 2800(part l) including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & machineries required for the job, all complete as per direction of Engineer - in - charge. upto 90 metre depth below ground level 300/250 mm dia bore hole for inserting of 125 mm dia U.P.V.C. casing pipe / slotted pipe U.P.V.C screen pipes for installation mark ll hand pump.

24.1.1.1 All types of soil

(i) From G.L. to 90 mtrs depth P/M 38 486.8

68 Providing all equipments and labour lowering 125 mm dia U.P.V.C. casing slotted U.P.V.C / U.V.C. ribbed screen pipe imperfect vertically confirming to the available strata ( slotted pipe / screen pipe area to be lowered in water bearing aquifer and as per direction of E/I at site and also where casing pipe will be lowered. P/M 37 20.2

69 Supplying fitting and fixing the following G.I. fitting of approved make and specification at work site copmlete job.

(a) 125 mm center guide Nos in each T/W. each 4 151.5

(b) 25 mm dia well plug . each 1 75.75

( c ) Clamp for 125 mm pipe. each 1 141.4

70 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. cum 1.3 1343.2

71 Carriage of pea gravel average 400 km lead. cum 1.3 5616.2

72 Supplying all materials labours and aquipments to seal T/W up to the depth of 10 mtrs below G.L. by stick clay to prevent contamination from surface from all complete job as per direction of E/I. each 1 50.5

73 Providing all material and labour and construction 1.85 mtrs dia circular PCC ( 1:2:4 ) UNICEF design platform with foot rest etc all complete. each 1 5950

74 Providing all materials, labours, equipments for construction PCC (1:2:4) 1drain as per specification and UNICEF design etc all complete job. P/M 2 671

75 Supplying all tools equipment and labour for flushing washing and developing the T/W to give clean and clear water and all complete job as per direction of E/I. L.S. 1 601.8

(a) Supplying all tools for lowering 32 mm dia G.I. pipe. P/M 21 20.12

(b) Fixing cylinder. each 1 218.5

( c ) Fixing India Marka ll hand pump. each 1 156.7

Cost of Materials:-

76 UPVC Ribbed strainer 125mm ( each of 3 mtrs in length ) conform to the I.S. 12818-1983/1992. each 2 1536

UPVC Pipe 125mm conform to I.S.12818-1983/1992. P/M 31 427

Hand Pump India Marka ll conforming to I.S.:15500 (pt-1to8) /2004 each 1 9192

G.I. Pipe 32mm confirming to I.S.:1239 (part 1-4) P/M 21 232

77 Carriage of Materials:-

a Bricks -8 KM(local lead 1K+7P) %0 no

b Coarse sand 70 km (P ) cum

c Stone chips 183 km (P) cum

d Local Sand - 3 KM( Lead 1K+2P) cum

e Paver block %no

78 Difference Cost of materials :-

b Paver block %no

c Cement mt 37.573

ADD Extra Cost of GST 5.36% 0.0536 TOTAL Rs(B)

79 Add S.F.of materials:-

b Coarse sand cum

c Stone chips cum

d Local Sand cum

e Paver block %no

ELECTRICAL INSTALLATION & FIXTURES

80 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 medium class PVC conduit with piano type switch,phenolic laminated sheet, suitable size M.S./PVC box etc as required.Group 'B' point 36 922

81 1.24.4 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required-3 pin , 5/6 amps socket outlet point 3 122

82 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. point 2 424

83 1.17 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed PVC conduit as required. metre 10 42

84 1.23.7 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.TV antenna socket outlet each 1 74

85 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

a 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire metre 30 201

b 1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire metre 25 660

86 1.22 Supplying and fixing metal/ PVC box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.

1.22.1 75 mm X 75 mm X 50 mm deep each 1 139

MAIN PANEL & D.B.s

87 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.8.6 2 + 4 way, Double door each 1 2591

88 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a 2.12.1 6/32 amps, Single pole each 6 237

b 2.12.3 40 amps, Single pole and neutral each 1 1044

89 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. set 2 6323

90 3.13 Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connecion with copper thimble excavation and refilling etc. as required. metre 10 269

91 3.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. metre 10 367

92 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. metre 10 144

SUPPLY AND INSTALLATION OF FIXTURES

93 5.7 Supplying and fixing Bulk head 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 copper conductor cable and earthing the body etc. as required. each 11 926

94 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. each 15 64

95 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. each 3 80

96 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.7 18 watt CFL lamp each 3 267

97 8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. each 7 1618

98 8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. each 2 1483

99 5.1 Supplying and fixing powder coated strip/ patty type fluorescent fittings of all type complete with all accessories etc. and lamp directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor single core and earthing the body etc. as required.

5.1.1 4' Long with aluminium/ polyster ballast each 13 447

Information Board

100 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of soil cum 0.08 360.7

101 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 0.08 3998.1

102 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces sqm 0.45 3653

103 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15x3 mm lugs 10 cm long embedded in cement concerete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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 Kg 10.5 110.4

104 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats) sqm 1.39 83.5

105 13.106 Lettering with black Japan paint of approved brand and manufacture 1 letter of 1cm hight 500 2.7

106 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

8.2.2.1 Granite of any colour and shade Area of slab upto 0.50 sqm sqm 0.279 4242.9

107 13.106 Lettering with black Japan paint of approved brand and manufacture 1 letter of 1cm hight 500 2.7

Carriage Cost of Materials for buxar Block

Effected from 01 /01/2022

1 Bricks(1K+7P)

Tacking 1000Nos of Bricks = 4.M.T.

Hauling Charge - Kacha 1km 4 x 1 x 27.2 =

-Pucca -7km 4 x 7 x 11.2 =

Loading and Unloading( Details Atteched) = 632.2

2 Local Sand(1K+2P)

Hauling Charge - Kacha 1km 1.6 x 1 x =

-Pucca -2km 1.6 x 2 x =

Loading and Unloading = 195.1

3 Stone aggregates from Domchanch

Carriage Cost of aggregate from quarry to Bxr Rail yard ( Details calculation attached) = (x)

Loading and Unloading =

Hualing charge (Baxar Rail Head to work site) 1.6 x 6 x =

4 Coarse Sand ( From koilwar)at bxr

Hauling Charge - Kacha 1km 1.6 x 1 x

Hauling charge up to Work Site 1.6 x 92 x =

Loading and Unloading

Hauling charge 1 x 1 x =

Loading and Unloading 402

12% GST+1% Labour cess

Junior Engineer L.A.E.O. WD-01 Buxar. Assistant Engineer L.A.E.O. WD-01 Buxar.