Construction of community hall cum work shed at tola -Barhauna Mouja- Barhauna Thana no:- 82, Khata no:-399, Khesra:- 6126 block :- Hisua , Nawada.

Construction of community hall cum work shed at tola -Barhauna , mouja- Barhauna Thana no:- 82, Khata no:-399, Khesra:- 6126 block :- Hisua , Nawada.

PROJECT-PROPOSED COMMUNITY HALL CUM WORK SHED WITH SEPTIC TANk AND WATER POINT FOR PILE FOUNDATION

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 2112297.00

2 COMPLETE P.H.E. WORKS COST 115334.00

3 Cost of Septic Tank and Soak Pit 75690.00 #REF!

3 ELECTRIC WORKS 86711.00

4 BOUNDARY WALL 529802.00

SUB TOTAL 2919834.00

6 Quality controll @ 0.5% 14599.17

Grand Total 2963631.51

LAEO WD-01 NAWADA LAEO WD-01 NAWADA

Construction of community hall cum work shed at tola -Barhauna , mouja- Barhauna Thana no:- 82, Khata no:-399, Khesra:- 6126 block :- Hisua , Nawada.

UNDER BIHAR MAHADALIT VIKASH MISSON ,PATNA

COST OF B.O.Q AMOUNT RS. 2919106.00

COST OF B.O.Q RS. 5000.00

EARNEST MONEY RS. 58400.00

DESCRIPTION UNIT OldQTY. Rate AMOUNT

1 20.2.1 Boring, Providing and installing cast in situ single under reame piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

2 2.29 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 3.60 1355.40 4879.44

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 70.88 360.70 25565.33

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 23.68 123.90 2934.06

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 72.62 287.30 20864.00

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:

4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 8.89 3998.10 35553.29

7 4.1.8 1:4:8(1 Cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) cum 1.70 2975.20 5071.00

8 4.11 Providing 50 mm th. DPC at plinth level cum 5.89 245.60 1448.00

9 4.12 Extra for providing and mixing water profing material in cement concrete work in the proportion recommended by the manufacturers. cum 1.89 57.16 108.00

12 5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum 8.79 5670.00 49823.00

13 5.11.1 Suspended floors, roots, laning, beams and balconies (Plan area to be measured) sqm 87.50 174.00 15225.00

14 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).

All work up to plinth level cum 23.57 5335.90 125784.10

15 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 23.57 383.80 9047.38 9047.384565

16 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 94.17 211.60 19927.31

17 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 84.87 437.50 37131.00

18 5.9.4 Shelves (Cast in situ) sqm 0.55 437.50 242.00

19 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 125.61 404.70 50832.00

20 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 141.94 494.40 70173.16 70173.1584

21 5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 42.02 130.20 5471.00

22 5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 19.86 550.90 10941.00

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

23 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 2328.45 94.50 220038.53

24 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 1745.01 92.60 161588.00 -727.94

25 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1779.73 90.80 161599.48

26 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 908.87 91.70 83343.38

27 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

28 6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 47.74 4819.90 230097.00

29 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.520 842.20 16440.00

30 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 2.44 482.00 1176.08

31 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 13.55 599.30 8121.00

32 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 11.84 113.60 1345.14

33 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 11.84 89.70 1062.14

36 10.5.2 Providing and fixing 1 mm thicks M.S sheet door with frame of 40x40x6mm angal iron and 3mm M.S gusset plates at the junction and corners. All necessary fittings completejncluding applying a priming coat of approved primer using flats 30x6mm for diagonal braces and central cross piece. metre 9.02 3467.90 31282.00

37 10.14.1 providing and fixing T-iron frames for doors . Window and ventilation of mils steel tee -sections , joints miltred and welded with 15x4 mm luge 10cm long embedded in cement cocerete block 15x10x10cm of 1:3:6(1 cement:3 coarse sand :6 graded stone aggregate 20mm nominal size) or with woodden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including. kg 101.89 110.40 11248.00

38 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 282.20 114.60 32340.12

39 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 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 7.00 165.40 1158.00

40 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 54.87 150.00 8231.00

41 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 106.87 289.10 30896.00

42 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

43 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 267.17 56.10 14988.00

44 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 3.87 862.40 3337.00

45 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622(thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 7.26 795.00 5771.70

46 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 125.91 283.30 35670.00

47 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 16.26 388.30 6314.00

48 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 2.00 189.40 379.00

49 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 158.89 141.50 22483.00

50 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 387.82 162.80 63138.00

51 13.17.1+13.36.1 12 mm thick cement plaster with water proofing in cm (1:3) with neat cement punning…E/I. (over tarrece) sqm 87.07 212.60 18511.00

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 130.43 721.10 94053.00

53 2.25(A) Excavating,supplying and filling of local earth by mechanical transport up to lead of 3 km cum 304.00 411.70 125157.00

54 13.24 6mm cement plaster to ceiling of mix:

55 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement sqm 49.97 203.60 10174.00

56 285 50mmize bricks aggrigate outerside soak pit cum 1.06 1247.00 1320.00

57 13.70 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 261.84 18.90 4949.00

58 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 649.66 81.20 52752.39

59 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 22.55 34.60 780.00

60 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 70.80 116.50 8248.00

61 13.116 Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Metre 45.00 47.10 2120.00 2534488.93 33.19

62 Carriage of Materials:-

Coarse sand 10 km (P ) Cum 72.44 461.12 33404.00

Stone chips -50 km Cum 73.73 1309.23 96527.00

Local Sand - 3 KM( Lead 1K+2P) Cum 85.72 316.34 27117.00

63 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 36 559.00 20124.00 22981.91 2708491.21

64 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 3 122.00 366.00 2717903.99 9

65 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 2 362.00 724.00

66 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 29.00 290.00

67 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 53.00 53.00

68 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.

69 1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) Meter 90 130.00 11700.00

1.7.11 4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 30 410.00 12300.00

70 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

71 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 1004.00 1004.00

72 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 2 192.00 384.00

2.12.3 32 Amp SPN MCB 240 Volt Each 1 729.00 729.00 1

SUPPLY AND INSTALLATION OF FIXTURES

73 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 12 445.00 5340.00

74 1.33 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box/ PVC box including connection etc as required. Each 7 42.00 294.00

75 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 6 46.00 276.00

76 6.1.7 Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

18 watt CFL lamp Each 6 221.00 1326.00

77 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 1618.00 11326.00

78 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 1483.00 2966.00

79 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 7 447.00 3129.00 1454.06

80 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 1.00 5125.00 5125.00

81 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 5.00 269.00 1345.00

82 3.15 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 5.00 150.00 750.00

83 3.17 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 5.00 116.00 580.00

Add 2 % Seigniorage Charge 1610.06

SANITARY INSTALLATION

84 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. 2.00 each 1192.00 2384.00

85 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 4.00 978.30 3913.20

86 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 5.00 513.30 2567.00

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

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

88 SOR 17.56 Provding and fixing terminal guard

SOR 17.56.1 100 mm dia

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

RAIN WATER PIPE

89 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 8.00 257.50 2060.00

90 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)

91 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.

92 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 2.00 47.90 96.00

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

(A) SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 391.70 2350.00

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

(A) SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 410.70 2464.00

95 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 1.00 7914.70 7915.00

Part 'A' Cost of Materials

96 PHED 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. 1

97 PHED All types of soil

PHED From G.L. to 90 mtrs depth P/M 55.00 486.80 26774.00

98 PHED 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 53.00 20.20 1071.00

99 PHED Supplying fitting and fixing the following G.I. fitting of approved make and specification at work site copmlete job. 1

BCD 18.7.5 125 mm center guide Nos in each T/W. each 4.00 151.50 606.00 1

100 BCD 25 mm dia well plug . each 1.00 75.75 76.00

101 BCD Clamp for 125 mm pipe. each 1.00 141.40 141.00

102 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 1.30 1343.20 1746.00

103 Carriage of pea gravel average 400 km lead. cum 1.30 5616.20 7301.00

104 PHED 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 1.00 50.50 51.00

(a) 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 0.00 5950.00

(b) Providing all materials, labours, equipments for construction PCC (1:2:4) 1drain as per specification and UNICEF design etc all complete job. P/M 2.00 671.00 1342.00

105 PHED 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. 1.00 601.80 602.00

106 PHED Supplying all tools for lowering 32 mm dia G.I. pipe. P/M 30.50 20.12 614.00

107 PHED Fixing cylinder. each 1.00 218.50 219.00

108 PHED Fixing India Marka ll hand pump. each 1.00 156.70 157.00

109 PHED Cost of Materials:- 0.00

110 PHED UPVC Ribbed strainer 125mm ( each of 3 mtrs in length ) conform to the I.S. 12818-1983/1992. each 2.00 1536.00 3072.00

112 Hand Pump India Marka ll conforming to I.S.:15500 (pt-1to8) /2004 each 1.00 9192.00 9192.00

113 G.I. Pipe 32mm confirming to I.S.:1239 (part 1-4) P/M 30.50 232.00 7076.00

Total RS. 2739298.15

add extra 5.36% gst 146826.00

114 Add 10% S.F coast of materials

Bricks -8 KM(local lead 1K+7P) %0 nos 33189 485.20 16103.00 -727.94

Coarse sand 10 km (P ) Cum 72.44 17.58 1273.50 10536

Stone chips -50km Cum 73.73 59.53 4389.05 9808.06

Local Sand - 3 KM( Lead 1K+2P) Cum 85.72 14.19 1216.37

115 Providing of inaguration board. no 1.00 6000.00 6000.00

116 Providing of information board. no 1.00 4000.00 4000.00

Total RS. 2919106.06

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

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

2 2.29 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 3.60 1355.40 4879.00

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 40.02 360.70 14435.00

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 23.68 123.90 2934.00

5 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 70.99 287.30 20396.00

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:

4.1.3 1:2:4(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 7.76 3998.10 31039.00

7 4.1.8 1:4:8(1 Cement:4 coarse sand: 8 graded stone aggregate 20mm nominal size) cum 1.704 2975.20 5071.00

8 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 8.57 211.10 1808.00

9 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). Sqm 5.89 245.60 1448.00

10 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 57.16 108.00

11 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 17.36 4688.30 81392.00

12 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 5.24 5670.00 29694.00

13 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 22.51 5335.90 120128.00

14 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 22.51 383.80 8641.00

15 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 50.49 211.60 10683.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 84.87 437.50 37131.00

5.9.4 Shelves (Cast in situ) sqm 0.55 437.50 242.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 116.88 404.70 47301.00

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 85.87 494.40 42455.00

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20cm wide Metre 42.02 130.20 5471.00

5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 19.86 550.90 10941.00

16 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 87.50 174.00 15225.00

17 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 0.00 96.70

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 1927.55 94.50 182153.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 1414.70 92.60 131001.00

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 1386.85 90.80 125926.00

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 885.00 91.70 81155.00

18 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.14A Cement mortar 1:6(1 cement:6 coarse sand) cum 30.52 4819.90 147122.00

19 6.3A Extra for Brick work in superstructure above plinth level upto floor V Level cum 19.52 842.20 16440.00

20 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 2.44 482.00 1176.00

21 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 11.84 599.30 7096.00

22 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm 11.84 89.70 1062.00

23 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 11.84 113.60 1345.00

24 10.14.1 Providing and fixing T-iron frame Kg 101.89 110.40 11248.00

25 10.5.2 Providing and fixing 1 mm thick M.Sheet sqm 9.02 3467.90 31282.00

27 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 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 7.00 165.40 1158.00

28 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 170.10 114.60 19493.00

29 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 54.87 150.00 8231.00

30 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 106.87 289.10 30896.00

31 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

32 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 267.17 56.10 14988.00

33 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 3.87 862.40 3337.00

34 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622(thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 7.26 795.00 5772.00

35 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 104.00 283.30 29463.00

36 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 16.26 388.30 6314.00

37 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 2.00 189.40 379.00

38 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 158.89 141.50 22483.00

39 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 176.12 162.80 28672.00

40 13.24 6mm cement plaster to ceiling of mix:

41 13.17.1 12 mm C.P with punning

1:3 (1 cement: 3 corse sand) sqm 31.80 203.60 6475.00

42 13.7 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) sqm 261.84 18.90 4949.00

43 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 437.96 81.20 35562.00

44 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works sqm 22.55 34.60 780.00

45 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 33.59 116.50 3914.00

46 13.116 Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Metre 45.00 47.10 2120.00

47 13.17.1+13.36.1 12 mm thick cement plaster with water proofing in cm (1:3) with neat cement punning…E/I. (over tarrece) sqm 87.07 212.60 18511.00

48 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 130.43 721.10 94053.00

49 2.25(A) Excavating,supplying and filling of local earth by mechanical transport up to lead of 3 km cum 304.00 411.70 125157.00

50 Carriage of Materials:-

Bricks -8 KM(local lead 1K+7P) %0 nos 22399.00 950.96 21301.00

Coarse sand 10 km (P ) Cum 55.82 461.12 25740.00 STONE CHIPS 1309.14

Stone chips 50 km (P) Cum 59.76 1309.23 78240.00 CORSE SAND 461.12

Local Sand - 3 KM( Lead 1K+2P) Cum 83.77 316.34 26499.00 LOCAL SAND 316.34

Cement M.T 31.70 323.69 10261.00 CEMENT 323.69

51 Providing of information board. no 1.00 4000.00 4000.00

52 Providing of inaguration board. no 1.00 6000.00 6000.00

TOTAL RS 1989086.00

ADD EXTRA 5.36% GST 106615.00

53 Add s.f.of materials:-

Coarse sand Cum 55.82 17.58 981.00

Stone chips Cum 59.76 59.53 3558.00

Local Sand Cum 83.77 14.19 1189.00

TOTAL 2112297.00

LAEO WD-01 NAWADA LAEO WD-01 NAWADA

CARRIAGE CALCULATION

S.O.R w.e.f 1.1.2022 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

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

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

27.2 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

Danapur to work site

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 01/01/2022

SL.NO DESCRIPTION UNIT RATE QTY. AMOUNT

1 20.2.1 Providing and installing cast in situ single under reamed piles R/M 902.6 72.90 65800.00

2 2.8.1 P/V earth work excavation in foundation trench……as per E/I. cum 360.70 2.16 779.00

3 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 287.30 1.22 351.00

4 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 283.30 14.38 4074.00

5 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

5.1.3 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 4232.40 4.06 17184.00

6 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 5670.00 3.55 20129.00

7 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 5335.90 1.06 5656.00

8 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 383.80 1.06 407.00

9 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.1 Centering&shuttering in foundation trench…. sqm 211.60 32.50 6877.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.70 8.73 3531.00

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 494.40 56.06 27718.00

10 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 96.70 0.00

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia Kg 94.50 400.90 37885.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia Kg 92.60 252.36 23369.00

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia Kg 90.80 392.88 35674.00

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 91.70 23.87 2189.00

11 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 4819.90 14.70 70853.00

12 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 161.10 473.95 76353.00

13 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 114.60 112.10 12847.00

14 13.12 15mm cement plaster on the rough side of single or half brick wall of mix: 0.00

13.12.4 1:6(1 cement: 6 course sand) sqm 162.80 211.70 34465.00

15 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 81.20 211.70 17190.00

16 13.81 Applying priming coat:

17 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 116.50 37.20 4334.00

18 Carriage of Materials:- 497675

Bricks -8 KM(local lead 1K+7P) %0 nos 950.96 7726 7347.00 31502.8275

Coarse sand 10 km (P ) Cum 461.12 13.87 6396.00

Stone chips 50 km (P) Cum 1309.23 12.08 15815.00 STONE CHIPS 0

Local Sand - 3 KM( Lead 1K+2P) Cum 316.34 1.43 452.00 CORSE SAND 0

Steel m.t 323.69 1.07 346.00 LOCAL SAND 0

cement m.t 323.69 1.04 337.00 CEMENT 0

Total RS 498358.00 STEEL 0

ADD EXTRA 5.36% GST 26712.00 BRIKS 0

19 Add s.f.of materials:-

Coarse sand Cum 17.58 13.87 244.00

Stone chips Cum 59.53 12.08 719.00

Local Sand Cum 14.19 1.43 20.00

Total 529802.00

LAEO WD-01 Nawada LAEO WD-01 Nawada

DETAIL ESTIMATE OF CONSTRUCTION OF SEPTIC TANK AND SOAK PIT

PROPOSED COMMUNITY HALL , BIHAR MAHADALIT VIKKASH MISSION,PATNA

Estimated Cost: 0.00

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 2.95 1.85 1.82 9.93 cum

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

Septic tank 1 2.95 1.85 0.075 0.41 cum

Soakpit 1 4.14 0.5 0.075 0.16 cum

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

Septic tank 1 2.95 1.85 5.46 sqm

Soakpit 1 4.14 0.5 2.07 sqm

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

Septic tank 1 2.95 1.85 0.15 0.82 cum

Soakpit 1 4.14 0.50 0.15 0.31 cum

5 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Cover slab(S/T) 1 2.80 1.70 0.10 0.48 cum

Cover slab(S/P) 1 0.79 2.47 0.10 0.48 cum

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

Septic tank 2 2.80 0.25 1.50 2.10 cum

7 6.1.14A Providign 100A B/W(1:6) in superstructure etc. all complete job.

Soakpit 1 4.14 0.25 2.43 2.52 cum

8 6.18.4A P/V 100A half brick massonary in c.m (1:4) in foundation trench up to plinth…

Septic tank 1 1.2 0.45 0.54 sqm

9 5.9.1 P/V centering and shuttering in foundation trench….

Cover slab 2 2.80 0.10 0.56 sqm

10 5.22.7B Providing M-S reinfrocement etc .all complete job.

RCC qty vide item no 05 1.04 cum

75.00 kg per cum Total 77.95 Kg 92.60 7218.00

11 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement

Septic tank 2 2.30 1.50 6.90 sqm

12 0285D 63 mm size brick aggrigate outer side of soak pit

13 Carriage of materials

b) local sand (3 km.) 0.52 cum 316.34 165.00

c)Coarse sand (10km) 2.75 cum 461.12 1268.00

d) Stone chips(50km) 1.89 cum 1309.23 2472.00 6819.00

Total RS 70270.00

ADD EXTRA 5.36% GST 3766.00

14 S.F. of material

b) local sand (3 KM.) 0.52 cum 14.19 7.00

c)Coarse sand (10km) 2.75 cum 17.58 48.00

d) Stone chip(70km) 1.89 cum 59.53 112.00

LAEO WD-01 Nawada LAEO WD-01 Nawada

Consumtion of material

S no Item Qty Unit Cement Chips Sand Brick L.Sand

MT cum cum nos cum

1 Local sand filling 0.41 cum 0.41

4 Half brick work(1:4) 1.71 sqm 0.02 0.05 97

7 Brick Flat Soling 7.53 sqm 243 0.11

8 150 mm thick Dry rammed khoa 0.00 sqm 0 0

9 52 mm thick Concrete flooring (1:2:4) 0.00 sqm 0 0.00 0

10 12 mm plaster 1:3 with punning 18.2 sqm 0.14 0.28

11 15 mm plaster 1:6 0.00 sqm 0 0

12 6 mm plaster 1:4 0.00 sqm 0 0

Detailed Estimate of CIVIL Works

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

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

20.2.1 300 mm dia pile

2 2.29.1 Surface dressing of the ground

Total sqm 360.00

Total Qty. in term of 100sqm 3.60

3 2.8.1 Earth work in excavation in foundation

Trench for ramp cum 1 9.40 0.65 1.00 6.11

Trench for ramp cum 3 1.050 0.65 1.00 2.05

Total cum 40.02

4 2.26 Earth work in back filling

Total E/W in excavation cum 40.02

Less local sand filling in foundation cum -3.75

LessPCC in foundation cum -1.70

LessRCC in foundation cum -10.89

Total cum 23.68

5 2.28 S/Filing Local sand in Foundation&Plinth

Sub Total of (a ) cum 3.75

plinth area sqm 1 9.14 9.14 83.54 0.15

Urinal sqm 2 1.35 2.00 5.40

Landing platform sqm 1 3.00 1.50 4.50

Total plinth area sqm 105.15 0.75

Qty of sand cum 105.15 0.750 78.87 2.46

under step cum 1 3.45 1.225 0.100 0.42

under step cum 2 1.35 0.475 0.100 0.13

lesss Urinal cum 2 1.35 2.00 0.450 -2.43

Less PCC in plinth cum 11.37 0.10 -1.14

Less RCC in tie beam cum -5.44

Less brick work in plinth cum -6.54

Sub Total of (b ) cum 67.24

Total sand filling(a+b) cum 70.99 74.74

6 4.1 P/L PCC In

Sub total:- cum 6.66

(b)in plinth under floor:-

under step sqm 1 3.20 1.075 3.44

under step sqm 2 1.05 0.325 0.68

Sub Total of PCC area sqm 11.37

Qty of PCC in plinth cum 11.37 0.075 0.85

PCC band over Ramp wall cum 1 11.55 0.25 0.050 0.14

Tube well platform cum 1 1.20 1.20 0.075 0.11

Sub total:- cum 1.11

Total PCC Qty:- cum (a+b) 7.76

7 4.1.8 PCC 1:4:8 in foundation

Total:- cum 1.70

8 5.9.1 Centering and shuttering for PCC work p 10.27

PCC band over Ramp wall sqm 1 11.55 0.100 1.16

Tube well platform sqm 1 4.80 0.175 0.84

9 4.11 Providing 50 mm th. DPC at plinth level sqm 21.39 0.25 5.35

10 4.12 Extra for providing water proofing material per 50 kg of cement… 5.89 0.32 1.89

11 5.1 Prov.RCC M20

5.1.2 All work up to plinth level

Ramp trench cum 1 9.400 0.500 0.125 0.59

Ramp trench cum 3 1.050 0.500 0.125 0.20

Sub total cum 10.89

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

along grid-C' cum 1 1.10 0.25 0.30 0.08

along grid-D cum 1 3.05 0.25 0.30 0.23

along grid-D' cum 1 1.10 0.25 0.30 0.08

along grid-E cum 1 1.50 0.25 0.30 0.11

along grid-1 cum 1 11.020 0.25 0.30 0.83

along grid-1' cum 1 1.100 0.25 0.30 0.08

along grid-2 cum 1 12.12 0.25 0.30 0.91

along grid-2' cum 1 1.50 0.25 0.30 0.11

along grid-3 cum 1 8.11 0.25 0.30 0.61

along grid-4 cum 1 8.11 0.25 0.30 0.61

Sub total of tie beam cum 5.44

(c ) Column cum

Sub total of column cum 1.03

Total RCC up to plinth (a+b+c) cum 17.36

12 5.2 All work from plinth level upto floor V level

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

13 5.3 roof beam, Roof slab,Lintel,Stair case,Chajja, Band

(i) Lintel level beam

along grid-A cum 1 7.94 0.25 0.25 0.50

along grid-C cum 1 4.99 0.25 0.25 0.31

along grid-C cum 1 2.97 0.25 0.25 0.19

along grid-C' cum 1 1.10 0.25 0.25 0.07

along grid-D cum 1 3.05 0.25 0.25 0.19

along grid-D' cum 1 1.10 0.25 0.25 0.07

along grid-E cum 1 1.50 0.25 0.25 0.09

along grid-1 cum 1 11.020 0.25 0.25 0.69

along grid-1' cum 1 1.100 0.25 0.25 0.07

along grid-2 cum 1 4.01 0.25 0.25 0.25

along grid-2' cum 1 1.50 0.25 0.25 0.09

along grid-4 cum 1 8.11 0.25 0.25 0.51

sub total of Lintel beam cum 3.02

(ii) Gr. Floor roof beam cum

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

along grid-D cum 1 3.05 0.25 0.40 0.31

along grid-1 cum 1 11.02 0.25 0.40 1.10

along grid-2 cum 1 11.02 0.25 0.40 1.10

along grid-3 cum 1 8.11 0.25 0.40 0.81

along grid-4 cum 1 8.11 0.25 0.40 0.81

sub total of Gr. Floor roof beam cum 6.51

Total of beam cum 9.54

(i) Gr. floor roof slab

Slab area (hall) sqm 1 9.14 9.14 83.54

Slab area (room) sqm 1 3.55 3.30 11.72

Slab area (toilet) sqm 2 1.50 1.10 3.30

Gr. Floor roof area sqm 98.55

floor slab cum 98.55 0.125 12.32

Projection slab 1 43.80 0.15 0.125 0.82

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

sub total of Gr. Floor roof slab cum 11.11

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

(i) Lintel over 250mm thick wall

Sub Total cum 0.20

(ii) band over 250mm thick wall

parapet 0 0 0 0.10 0.00

parapet 0 0 0 0.10 0.00

Sub Total cum 0.00

(iii) Lintel over 125mm thick wall

Sub Total cum 0.04

(iv) band over 125mm thick wall

Sub Total cum 0.00

Total in Lintel(d ) cum 0.24 0.24

(i) chajja 1.87

Sub Total (f) cum 1.54

(g) Shelves cast in situ cum

Sub Total (g) cum 0.09

Total of Beam, Slab ,etc cum 22.51

14 5.35 Add for using extra cement in the items of design mix

Cement bag 10.57 1.60 16.91

Total in quintel quintel 8.46

15 5.9 Centering&shuttering

5.9.1 Foundation

Ramp trench sqm 1 19.80 0.125 2.48

Ramp trench sqm 3 3.10 0.125 1.16

Total sqm 50.49

5.9.3 Roof&landing

Total sqm 84.87

5.9.4 Shelves (Cast in situ)

Shelves sqm 1 1.2 0.336 0.40

Tie beam at EGL sqm 1 72.53 0.60 43.52

Lintel level beam sqm 1 42.15 0.75 31.61

Roof beam sqm 1 45.13 0.925 41.75

Total sqm 116.88

column up to plinth

Column C1 sqm 4 1.00 0.38 1.50

Column C2 sqm 2 1.20 0.75 1.80

Column C3 sqm 12 1.20 0.75 10.80

Column avove plinth sqm

Total sqm 85.87

5.9.15 lintel (up to 1.5m span)

Lintel 1 0.00 0.55 .

band at plinth level 1 0.000 0.00

band at Lintel level 1 0.00 0.200 0.00

band at parapet level 1 0.00 0.200 0.00

5.9.16.1 Edges of slab under 20 cms wide

Total R/M 42.02

face of chajja sqm 1 44.14 0.45 19.86

Total sqm 19.86

16 5.11.1 Extra for additional height in centring,

Roof slab sqm 1 8.48 8.51 72.16

Roof slab sqm 1 3.00 3.01 9.03

Projection slab sqm 1 42.02 0.15 6.30

Total sqm 87.50

17 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 32 0.7857 0.09 0.375 -0.85

under ream cum 32 0.098 3.14

Total of 300 mm dia pile Conc. cum 10.57

Lintel ,staircase,chajja,stiffner etc kg 1.87 150.38 281.2106

Total Reinforcement kg 0.00 . 5614.77

Total RCC cum 55.68

Total RCC cum 55.68

Check:-RCC cum 55.68

GR Floor area sqm 100.65

Mumty sqm 0 0 0 0.00

Total area - sqm 100.65

i.e. Per Sqm of roof area cum 0.553

Check:- steel Kg 5615

Steel In KG Per Sqm of Roof area kg 55.785

Steel - In Kg Per Cum of RCC kg 100.8403427

% of steel-along with RCC(by volume) % 1.285

18 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

Front step cum 1 3.00 1.00 0.45 1.35

In ramp foundation cum 1 1.40 0.25 0.75 0.26

Sub total of(a-i) cum 4.46

External cum 1 65.13 0.25 0.35 5.70

Ramp platform cum 1 4.50 0.25 0.75 0.84

Sub total of(a-ii) cum 6.54

Total of (a) cum 11.00

Toilet wall cum 1 4.40 0.25 2.30 2.53

Less 125mm th wall cum 1 1.2 0.25 2.1 -0.63

Total B/W inS/S cum 19.52

Total of (a+b) cum 30.52

19 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 19.52

20 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 sqm 1 1.20 0.83 1.00

21 6.18.4A Half brick work with bricks of100 in cm 1:4

Total 125 mm Th B/W up to plinth sqm

Gr floor sqm 2 1.50 2.52 7.55

above terrace sqm

Parapet sqm 1 41.740 0.15 6.26

Total 125 mm Th B/W inS/S sqm 11.84

22 6.19A Extra for half Brick masonry in superstructure above pinth level

23 6.21A Extra for providing 2 nos 6 mm dia ms bars

Qty same as 125 mm Th B/W sqm 11.84

24 10.14.1 Providing and fixing T-iron frame

wardrobe:- R/M 4 1.300 5.2

for toilet:- R/M 2 4.980 9.96

for room door:- R/M 1 5.35 5.35

for window:- R/M 1 4.15 4.15

Total:- @ 3.5 kg /m Kg 101.89

25 10.5.2 Providing and fixing 1 mm thick M.Sheet

wardrobe:- sqm 1 1.20 1.20 1.44

for toilet:- sqm 2 0.750 2.13 3.20

for room door:- sqm 1 1.070 2.13 2.28

for window:- sqm 1 0.915 1.22 1.12

26 9.120.1 Providing and fixing factory made panel PVC door shutter

DSR wardrobe:- 0 0.740 2.085 0.00

27 9.142 P/F non decorative flush door shutter

9.142.2 35mm thick non decorative flush door shutter

9.21.3 25mm thick non decorative flush door shutter

28 9.82 P& F M.S grills

9.82.1 For ventilator:- sqm 2 0.6 0.6 0.72

For window:- sqm 1 0.9 1.22 1.10

Wt of grill @ 15 kg per Sqm of grill area kg 1.82 15.0 27.27

29 9.79 P & F cupboard or ward robe locks

30 9.95 Providing and fixing aluminium but hinge

31 9.96 P&F Alluminium sliding door bolt

32 9.976 P&F Alluminium sliding tower bolt

33 9.100 P&F Alluminium handles

34 9.101.2 P&FAlluminium hanging floor door stopper nos 0 0.00

35 9.103 Bright finished 100mm mortice lock nos 0 0.00

36 9.104 Providing and fixing aluminium tee curtain rod

37 10.12.1 P&F steel windows& ventilator

38 10.13 Extra for steel beading

10.13B steel windows - Sqm 0.00

10.13c steel ventilator -

39 10.15.1 Providing and fixing pressed steel door

40 10.21 Providing and fixing circular cast iron box for ceiling fan clamp nos 7 7.00

41 10.28 Steel window fastner nos 0 0.00

42 10.29 Steel window peg stays nos 0 0.00

43 10.32.2 Steel work welded in built up sections

Ramp railing 1 10.50 0.90 9.450

Total railing area sqm 9.450

(Wt. @ 18kg per sqm m)

44 10.33.3 40mm dia G.I pipe in stair hand rail

(Wt. @3.72 kg per m) Total kg 54.87

45 11.3.1 40 MM Th.Cement concrete flooring 1:2:4(

below T.V. shelf sqm 1 1.20 0.25 0.30

Door sill D1 sqm 1 1.05 0.25 0.26

Ramp platform sqm 1 3.00 1.50 4.50

Ent step sqm 4 3.05 0.25 3.05

back step sqm 2 1.00 0.25 0.50

Tube well platform sqm 1 1.20 1.20 1.44

Total sqm 106.87

46 11.6.1 18 mm th.Cement plaster 1:3 in skirting

Hall R/M 1 9.14 9.14

Side of below T.V. shelf R/M 2 0.30 0.60

column R/M 8 1.20 9.60

Total length of skirting R/M 31.44

skirting sqm 31.44 0.15 4.72

Tube well platform sqm 1 4.80 0.05 0.24

Total skirting sqm 4.96

47 11.13.1 Providing and fixing glass strips

glass [email protected] m/sqm of floor area

Total R/M 267.17

48 11.38 Providing and Laying 300 x300 mmCeramic

glazed floor tiles in toilets

Urinal sqm 2 1.50 1.2 3.60

Total Ceramic glazed floor tiles sqm 3.87

49 11.36 Ceramic glazed wall tiles in dado

Urinal sqm 2 5.44 0.75 8.16

Door jambs sqm 4 0.075 0.75 0.23

sub Total sqm 8.39

50 11.72 100A one brick flat soling in plinth

Foundation Vide-/4.1.3(a) sqm 22.73

Ramp trench sqm 1 9.250 0.500 4.63

Ramp trench sqm 3 1.050 0.500 1.58

under plinth Vide-/4.1.3(b) sqm 16.26

under tie beam sqm 1 55.25 0.25 13.81

For road:- sqm 1 15.00 3.00 45.00

Total sqm 104.00

51 11.76 Providing average 150mm thick dry rammed khoa

Vide-/2.28(b) sqm 0.00

under step sqm 1 3.20 1.08 3.44

under step sqm 2 1.05 0.325 0.68

Less plan area of beam at plinth sqm 1 72.53 0.25 0.00

Tube well platform 1 1.35 1.35 1.82

Total sqm 16.26

52 12.39 Making Khurras nos 2 2.00

53 13.11.4 12 mm thick Internal Cement Plaster

Deduction:- sqm

55 13.12.4 15mm CP 1:6 in internal surfaces

External(all around) sqm 1 42.50 3.94 167.45

toilet wall sqm 4 1.35 2.94 15.88

chajja sqm 2 39.84 0.450 35.86

toilet chajja sqm 2 4.30 0.450 3.87

parapet sqm 1 41.74 0.280 11.69

Hall opening sqm 1 24.00 2.140 -51.36

Total External plaster sqm 176.12

56 13.24.2 6mm CP 1:4 in ceiling

Toilet sqm 2 1.50 1.2 3.60

T.V. shelf sqm 2 1.20 0.30 0.72

Total sqm 102.95

57 13.17.1 12 mm cement plaster 1:3 with punning up to plinth.

Up to plinth:- sqm 1 12.32 0.80 9.86

Total sqm 31.80

58 13.70.1 White Lime wash

Total sqm 261.84

59 13.79.1 Water proof cement paint

External portion

Total sqm 437.96

60 13.81 Applying priming coat

13.81.1 Pink or grey primer on wooden surfaces

wardrobe shutter 0 1.20 2.10 2.40 0.00

13.81.3 yellow primer on steel surfaces

qty vide /10.5.2 sqm 9.02

Total sqm 2.5 times of total area 22.55

61 13.94.1 synthetic enamel paint on wooden & steel

Door,window,M.sheet door sqm

2.5 times of total area 22.55

Railing sqm 1 10.25 0.90 9.23

window &ventilator grill sqm 1.82

Total sqm 33.59

62 13.116 Forming groove of12x12mm and up to

all around: horizontal R/M 1 45.00 45.00

Total R/M 45.00

63 13.17.1+13.36.1 12 mm thick cement plaster with water proofing in cm (1:3) with neat cement punning…E/I.

over tertrace sqm 1 8.73 8.76 76.47

Total sqm 87.07

61 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 Total qty. 130.428

62 2.25(A) Excavating,supplying and filling of local earth by mechanical transport up to lead of 3 km

62 MATERIAL CONSUMPTION

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

(In MT) (M3) (M3) (Nos)

1 Local Sand cum 70.99

2 Brick Flat Soling sqm 104.00 3355

17 40mm Th C.C. Flooring sqm 106.87 1.82 1.90 3.80

18 18mm Th C.P 1:3 In Skirting sqm 4.96 0.06 0.12

19 Ceramic Tiles in dado sqm 7.26 0.08 0.11

20 Kota+Marble Flooring sqm 0.00 0.00 0.00

21 Kota+Marble Skirting sqm 0.00 0.00 0.00

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

23 12 mm C.P (1:3)with water proofing Based Water Proofing cum 87.07 0.66 1.34

24 Ceramic floor tiles sqm 3.87 0.05 0.10

25 60 mm Paver block sqm 130.43 0.00 6.52

25 L.sand (cum)

Local Sand cum 70.99 70.99

Brick Flat Soling sqm 104.00 1.56

60 mm Paver block sqm 130.43 1.95642

Total cum 74.51

26 Brick bats in M3

120mm Th I.C. Based Water Proofing sqm 0.00 0.00

Dry rammed khoa sqm 16.26 2.47

LAEO WD-01 Nawada LAEO WD-01 Nawada

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

Tube well & sanitary installation work

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

1 17.1 Providing and fixing white vitreous china water closet squatting pan (Indian type):

17.13.1 Long pattern W.C. pan of size 580mm 2.00 each 1192.80 2386.00

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 4.00 978.30 3913.00

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 5.00 513.30 2567.00

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

SOR 17.43.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 671.20 1342.00

5 SOR 17.56 Provding and fixing terminal guard

SOR 17.56.1 100 mm dia

SOR 17.56.1.1 Sand cast iron S & S pipe as per IS:1729 Each 2.00 392.90 786.00

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 8.00 257.50 2060.00

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

SOR 12.79.1 Coupler

SOR 12.79.5 Bend 87.50

SOR 12.79.6 Shoe (Plain)

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

9 SOR 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 2.00 47.90 96.00

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

(A) SOR 2.10.1.2 pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Metr. 6.00 391.70 2350.00

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

(A) SOR 19.6.2 150 mm dia R.C.C. pipe Metr. 6.00 410.70 2464.00

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

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

SOR 19.7.1.1 With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 1.00 7914.70 7915.00

3 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

1 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 55.00 486.80 26774.00 90

2 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 53.00 20.20 1071.00 88

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 4.00 151.50 606.00

(b) 25 mm dia well plug . each 1.00 75.75 76.00

( c ) Clamp for 125 mm pipe. each 1.00 141.40 141.00

3 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 1.30 1343.20 1746.00

4 Carriage of pea gravel average 400 km lead. cum 1.30 5616.20 7301.00

5 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 1.00 50.50 51.00

6 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 0.00 5950.00 0.00

7 Providing all materials, labours, equipments for construction PCC (1:2:4) 1drain as per specification and UNICEF design etc all complete job. P/M 2.00 671.00 1342.00

8 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. 1.00 601.80 602.00

(a) Supplying all tools for lowering 32 mm dia G.I. pipe. P/M 30.50 20.12 614.00

(b) Fixing cylinder. each 1.00 218.50 219.00

( c ) Fixing India Marka ll hand pump. each 1.00 156.70 157.00

Cost of Materials:-

9 UPVC Ribbed strainer 125mm ( each of 3 mtrs in length ) conform to the I.S. 12818-1983/1992. each 2.00 1536.00 3072.00

UPVC Pipe 125mm conform to I.S.12818-1983/1992. P/M 50.00 427.00 21350.00 83

Hand Pump India Marka ll conforming to I.S.:15500 (pt-1to8) /2004 each 1.00 9192.00 9192.00

G.I. Pipe 32mm confirming to I.S.:1239 (part 1-4) P/M 30.50 232.00 7076.00

Cost of India Marka ll Hand pump (B) 81390.00

Total Cost(A+B):- 109467.00

ADD EXTRA 5.36% GST 5867.00

TOTAL 115334.00

LAEO WD-02 DANAPUR LAEO WD-02 DANAPUR

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED BOUNDRY WALL FOR CUMMUNITTY HALL -CUM- WORK SHED CAMPUS AT NAWADA.

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED BOUNDRY WALL FOR CUMMUNITTY HALL -CUM- WORK SHED CAMPUS AT NAWADA.

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

Total length of boundary wall m 65.00

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

2 2.8.1 Providing E/W in excavation in foundation trenches etc…..all com. Job

Deduction Pile cum 30 0.25 0.25 0.150 -0.28

3 2.28 S/Filing Local sand in Foundation & Plinth

under tie beam cum 1 65.00 0.25 0.075 1.22

Total sand filling cum 1.22

4 11.72 100A one brick flat soling

under tie beam sqm 1 65.00 0.25 16.25

Deduction Pile sqm 30 0.25 0.25 -1.88

Total sqm 14.38

5 5.1.3 Prov.RCC M15 up to plinth level

6 5.2.2 P/V RCC M20 IN Stiffner…. 30

7 5.3+5.33B.4 P/v R.C.C M20 in Top Band

Less Entry Gate 1 3.000 0.25 0.075 -0.06

8 5.9 Centering&shuttering

Total sqm 32.50

column above to plinth C1 sqm 28 1.00 1.83 51.24

Total sqm 56.06

Top band sqm 2 65.00 0.075 9.75

Copping sqm 4 0.35 0.125 0.18

Deduction:-Stiffners 30 0.50 0.075 -1.13

9 5.22 Reinforcement for RCC work

300 mm dia pile:

Pile 300 mm dia kg 5.10 85.15 434.52

Tie beam kg 4.06 48.87 198.53

10 6.1.14A 100A Brick work in Cm (1:6) in F/p

in foundation & plinth

L.H.S/R.H.S Wall cum 2 18.00 0.25 0.90 8.10

Frount wall cum 1 15.00 0.25 0.90 3.38

Back side wall cum 1 15.00 0.25 1.65 6.19

Less Gate cum 1 3.00 0.25 0.90 -0.68

Less Column (Back side):- cum 8 0.25 0.25 1.65 -0.83

Less Column (LHS/RHS):- cum 18 0.25 0.25 0.90 -1.01

Less Column (Front):- cum 8 0.25 0.25 0.90 -0.45

Total B/W cum 14.70

11 9.82 P& F M.S grills

9.82.2 Fixed to opening on wall (LHS/RHS) sqm 16 1.935 0.775 23.99

Wt of grill @ 15kg per Sqm of grill area 31.60 15.0 473.95

12 10.32.2 Steel work welded in built up sections

Grill gate 1 2.95 1.90 5.605

(Wt. @ 20kg per sqm )

13 13.12.4 15mm th. Cement Plaster with C.M(1:6)

inner side wall 1 14.50 1.975 28.64

Outer side wall 1 15.00 1.975 29.63

side of Cloumn 8 1.00 0.100 0.80

Side of gate column 2 0.35 2.010 1.41

Less- Gate sqm 2 3.00 1.225 -7.35

Total sqm 211.70

14 13.79.1 Water proof cement paint

Qty vide item no 13. sqm 211.70

Total sqm 211.70

15 13.94.1 synthetic enamel paint on steel

Qty vide item no 11 31.60

Qty vide item no 12 sqm 5.61

Total sqm 37.20

16 MATERIAL CONSUMPTION

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

(In Mt) (M3) (M3) (Nos)

1 Local Sand cum 1.22

2 Brick Flat Soling sqm 14.38 464

Local Sand cum 1.22 1.22

Brick Flat Soling sqm 14.38 0.22

8 Steel Mt 1.07 1.07

Junior Engineer Assistant Engineer Executive Engineer L.A.E.O, Nawada.

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

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 36 559.00 20124.00 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 3 122.00 366.00 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 2 362.00 724.00 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 29.00 290.00 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 53.00 53.00 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 90 130.00 11700.00 1.7.1

4 x 6.0 sq. mm + 1 x 6.0 sq. mm earth wire Meter 30 410.00 12300.00 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

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 1004.00 1004.00 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 2 192.00 384.00 2.12.1

32 Amp SPN MCB 240 Volt Each 1 729.00 729.00 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 1.00 5125.00 5125.00 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 5.00 269.00 1345.00 3.13

12 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Meter 5.00 150.00 750.00 3.15

13 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Meter 5.00 116.00 580.00 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 12 445.00 5340.00 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 7 42.00 294.00 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 6 46.00 276.00 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 6 221.00 1326.00

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 1618.00 11326.00 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 1483.00 2966.00 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 7 447.00 3129.00 5.1.1

Total Rs. 82113.00

ADD EXTRA 5.36% GST 4598.00

Total Rs. 86711.00

LAEO WD-01 Nawada LAEO WD-01 Nawada

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

(Planning and Development Department , Govt. Of Bihar.)

District - Nawada

Block - Pakribarawan

Estimated Cost ` ,59,79,00.00

Construction of Ghaat in Badki pond near Inter school at Dumrawan village, panchayat :- Dumrawan under block Pakribarawan (Nawada).

Executive Engineer

L.A.E.O, Works Division-1

ANALYSIS OF RATE FOR CARRIAGE OF MATERIALS FROM SOURCE TO WORK SITE BY RAIL & BY ROAD

Sl.No. Materials Source Surfaced Road Lead Kutcha Road Lead Cost of Loading & Unloading Unit Per Trip Truck Capacity By Weight Per Trip Truck Capacity Multiplying Factor Per TripTruck Capacity (Net Payable Volume)

1 Stone Chips / Aggregate 69 1 192.90 Cu m 8.00 MT 5.40 cum 0.924 4.990 26.94 cum

2 Coarse Sand 9 1 192.90 Cu m 8.00 MT 5.40 cum 0.924 4.990 26.94 cum

3 Local Sand Local 2 1 192.90 Cu m 8.00 MT 5.40 cum 0.924 4.990 26.94 cum

Haulage Rate Excluding Cost of Loading, Unloading & Stacking Unit : - Tonne.KM

I Surfaced Road 11.20

II Kutcha Road 27.20

Sl.No. Materials Haulage Cost Cost of Loading & Unloading Carriage Cost By Rail Total(P+K)+Loading & un loading Add GST14.05% Total Carriage CostIncluding1%cess.

Surfaced(P) Kutcha(K)

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! 121.00 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! 121.00 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! 195.10 0 0 #REF! #REF!

8 #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

9 #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

#REF! #REF! #REF! / #REF! x 11.20 x #REF! = #REF! #REF! / #REF! x 27.20 x #REF! = #REF! #REF! 0 R #REF!

Junior Engineer Assistant Engineer Executive Engineer

L.A.E.O Works Division-1 , Nawada

COMMUNITY HALL CUM WORK SHED AT NAWADA.

Detailed Estimate of CIVIL Works

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

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

20.2.1 300 mm dia pile

2 2.29.1 Surface dressing of the ground

Total sqm 360.00

Total Qty. in term of 100sqm 3.60

3 2.8.1 Earth work in excavation in foundation

Trench for ramp cum 1 9.40 0.65 1.00 6.11

Trench for ramp cum 3 1.050 0.65 1.00 2.05

Total cum 40.02

4 2.26 Earth work in back filling

Total E/W in excavation cum 40.02

Less local sand filling in foundation cum -3.75

LessPCC in foundation cum -1.70

LessRCC in foundation cum -10.72

Total cum 23.85

5 2.28 S/Filing Local sand in Foundation&Plinth

Sub Total of (a ) cum 3.75

plinth area sqm 1 9.14 9.14 83.54

Urinal sqm 2 1.35 2.00 5.40

Landing platform sqm 1 3.00 1.50 4.50

Total plinth area sqm 105.15

Qty of sand cum 105.15 0.900 94.64

under step cum 1 3.45 1.225 0.100 0.42

under step cum 2 1.35 0.475 0.100 0.13

lesss Urinal cum 2 1.35 2.00 0.450 -2.43

Less PCC in plinth cum 11.37 0.10 -1.14

Less RCC in tie beam cum -5.44

Less brick work in plinth cum -13.06

Sub Total of (b ) cum 76.50

Total sand filling(a+b) cum 80.25

6 4.1 P/L PCC In

Sub total:- cum 6.21

(b)in plinth under floor:-

under step sqm 1 3.20 1.075 3.44

under step sqm 2 1.05 0.325 0.68

Sub Total of PCC area sqm 11.37

Qty of PCC in plinth cum 11.37 0.075 0.85

PCC band over Ramp wall cum 1 11.55 0.25 0.050 0.14

Tube well platform cum 1 1.20 1.20 0.075 0.11

Sub total:- cum 1.11

Total PCC Qty:- cum (a+b) 7.32

7 4.1.8 PCC 1:4:8 in foundation

Total:- cum 1.70

8 5.9.1 Centering and shuttering for PCC work

PCC band over Ramp wall sqm 1 11.55 0.100 1.16

Tube well platform sqm 1 4.80 0.175 0.84

9 4.11 Providing 50 mm th. DPC at plinth level sqm 21.39 0.25 5.35

10 4.12 Extra for providing water proofing material per 50 kg of cement… 5.89 0.32 1.89

11 5.1 Prov.RCC M20

5.1.2 All work up to plinth level

Ramp trench cum 1 9.400 0.500 0.125 0.59

Ramp trench cum 3 1.050 0.500 0.125 0.20

Sub total cum 10.72

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

along grid-C' cum 1 1.10 0.25 0.30 0.08

along grid-D cum 1 3.05 0.25 0.30 0.23

along grid-D' cum 1 1.10 0.25 0.30 0.08

along grid-E cum 1 1.50 0.25 0.30 0.11

along grid-1 cum 1 11.020 0.25 0.30 0.83

along grid-1' cum 1 1.100 0.25 0.30 0.08

along grid-2 cum 1 12.12 0.25 0.30 0.91

along grid-2' cum 1 1.50 0.25 0.30 0.11

along grid-3 cum 1 8.11 0.25 0.30 0.61

along grid-4 cum 1 8.11 0.25 0.30 0.61

Sub total of tie beam cum 5.44

(c ) Column cum

Sub total of column cum 1.53

Total RCC up to plinth (a+b+c) cum 17.69

12 5.2 All work from plinth level upto floor V level

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

13 5.3 roof beam, Roof slab,Lintel,Stair case,Chajja, Band

(i) Lintel level beam

along grid-A cum 1 7.94 0.25 0.25 0.50

along grid-C cum 1 4.99 0.25 0.25 0.31

along grid-C cum 1 2.97 0.25 0.25 0.19

along grid-C' cum 1 1.10 0.25 0.25 0.07

along grid-D cum 1 3.05 0.25 0.25 0.19

along grid-D' cum 1 1.10 0.25 0.25 0.07

along grid-E cum 1 1.50 0.25 0.25 0.09

along grid-1 cum 1 11.020 0.25 0.25 0.69

along grid-1' cum 1 1.100 0.25 0.25 0.07

along grid-2 cum 1 4.01 0.25 0.25 0.25

along grid-2' cum 1 1.50 0.25 0.25 0.09

along grid-4 cum 1 8.11 0.25 0.25 0.51

sub total of Lintel beam cum 3.02

(ii) Gr. Floor roof beam cum

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

along grid-D cum 1 3.05 0.25 0.40 0.31

along grid-1 cum 1 11.02 0.25 0.40 1.10

along grid-2 cum 1 11.02 0.25 0.40 1.10

along grid-3 cum 1 8.11 0.25 0.40 0.81

along grid-4 cum 1 8.11 0.25 0.40 0.81

sub total of Gr. Floor roof beam cum 6.51

Total of beam cum 9.54

(i) Gr. floor roof slab

Slab area (hall) sqm 1 9.14 9.14 83.54

Slab area (room) sqm 1 3.55 3.30 11.72

Slab area (toilet) sqm 2 1.50 1.10 3.30

Gr. Floor roof area sqm 98.55

floor slab cum 98.55 0.125 12.32

Projection slab 1 43.80 0.15 0.125 0.82

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

sub total of Gr. Floor roof slab cum 11.11

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

(i) Lintel over 250mm thick wall

Sub Total cum 0.20

(ii) band over 250mm thick wall

parapet 0 0 0 0.10 0.00

parapet 0 0 0 0.10 0.00

Sub Total cum 0.00

(iii) Lintel over 125mm thick wall

Sub Total cum 0.04

(iv) band over 125mm thick wall

Sub Total cum 0.00

Total in Lintel(d ) cum 0.24

Sub Total (f) cum 1.54

(g) Shelves cast in situ cum

Sub Total (g) cum 0.09

Total of Beam, Slab ,etc cum 22.51

14 5.35 Add for using extra cement in the items of design mix

Cement bag 10.57 1.60 16.91

Total in quintel quintel 8.46

15 5.9 Centering&shuttering

5.9.1 Foundation

Ramp trench sqm 1 19.80 0.125 2.48

Ramp trench sqm 3 3.10 0.125 1.16

Total sqm 49.72

5.9.3 Roof&landing

Total sqm 84.87

5.9.4 Shelves (Cast in situ)

Shelves sqm 1 1.2 0.336 0.40

Tie beam at EGL sqm 1 72.53 0.60 43.52

Lintel level beam sqm 1 42.15 0.75 31.61

Roof beam sqm 1 45.13 0.925 41.75

Total sqm 116.88

column up to plinth

Column C1 sqm 4 1.00 0.60 2.40

Column C2 sqm 2 1.20 1.10 2.64

Column C3 sqm 12 1.20 1.10 15.84

Column avove plinth sqm

Total sqm 93.61

5.9.16.1 Edges of slab under 20 cms wide

Total R/M 42.02

face of chajja sqm 1 44.14 0.45 19.86

Total sqm 19.86

16 5.11.1 Extra for additional height in centring,

Roof slab sqm 1 8.48 8.51 72.16

Roof slab sqm 1 3.00 3.01 9.03

Projection slab sqm 1 42.02 0.15 6.30

Total sqm 87.50

17 5.22 Reinforcement for RCC work

300 mm dia pile:

Less in stem cum 32 0.7857 0.09 0.375 -0.85

under ream cum 32 0.098 3.14

Total of 300 mm dia pile Conc. cum 10.57

Lintel ,staircase,chajja,stiffner etc kg 1.87 150.38 281.2914292

Total Reinforcement kg 0.00 5673.54

Total RCC cum 56.07

Total RCC cum 56.07

Check:-RCC cum 56.07

GR Floor area sqm 100.65

Mumty sqm 0 0 0 0.00

Total area - sqm 100.65

i.e. Per Sqm of roof area cum 0.557

Check:- steel Kg 5674

Steel In KG Per Sqm of Roof area kg 56.369

Steel - In Kg Per Cum of RCC kg 101.1862591

% of steel-along with RCC(by volume) % 1.289

18 6.1.14A 100A Brick work in Cm 1:6 in F/p

(a) in foundation & plinth

Front step cum 1 3.00 1.00 0.45 1.35

In ramp foundation cum 1 1.40 0.25 0.75 0.26

Sub total of(a-i) cum 4.46

External cum 1 65.13 0.25 0.75 12.21

Ramp platform cum 1 4.50 0.25 0.75 0.84

Sub total of(a-ii) cum 13.06

Total of (a) cum 17.51

Toilet wall cum 1 4.40 0.25 2.30 2.53

Less 125mm th wall cum 1 1.2 0.25 2.1 -0.63

Total B/W inS/S cum 19.52

Total of (a+b) cum 37.04

19 6.3A Extra for Brick work in superstructure above plinth level

Total B/W inS/S cum 19.52

20 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 sqm 1 1.20 0.83 1.00

21 6.18.4A Half brick work with bricks of100 in cm 1:4

Total 125 mm Th B/W up to plinth sqm

Gr floor sqm 2 1.50 2.52 7.55

above terrace sqm

Parapet sqm 1 41.740 0.15 6.26

Total 125 mm Th B/W inS/S sqm 11.84

22 6.19A Extra for half Brick masonry in superstructure above pinth level

23 6.21A Extra for providing 2 nos 6 mm dia ms bars

Qty same as 125 mm Th B/W sqm 11.84

24 10.14.1 Providing and fixing T-iron frame

wardrobe:- R/M 4 1.300 5.2

for toilet:- R/M 2 4.980 9.96

for room door:- R/M 1 5.35 5.35

for window:- R/M 1 4.15 4.15

Total:- @ 4.5 kg /m Kg 131.00

25 10.5.2 Providing and fixing 1 mm thick M.Sheet

wardrobe:- sqm 1 1.20 1.20 1.44

for toilet:- sqm 2 0.700 2.065 2.89

for room door:- sqm 1 1.020 2.065 2.11

for window:- sqm 1 0.850 1.15 0.98

26 9.82 P& F M.S grills

9.82.1 For ventilator:- sqm 2 0.6 0.6 0.72

For window:- sqm 1 0.9 1.22 1.10

Wt of grill @ 15 kg per Sqm of grill area kg 1.82 15.0 27.27

27 10.21 Providing and fixing circular cast iron box for ceiling fan clamp nos 7 7.00

28 10.32.2 Steel work welded in built up sections

Ramp railing 1 10.50 0.90 9.450

Total railing area sqm 9.450

(Wt. @ 18kg per sqm m)

29 10.33.3 40mm dia G.I pipe in stair hand rail

(Wt. @3.72 kg per m) Total kg 54.87

30 11.3.1 40 MM Th.Cement concrete flooring( 1:2:4)

below T.V. shelf sqm 1 1.20 0.25 0.30

Door sill D1 sqm 1 1.05 0.25 0.26

Ramp platform sqm 1 3.00 1.50 4.50

Ent step sqm 4 3.05 0.25 3.05

back step sqm 2 1.00 0.25 0.50

Tube well platform sqm 1 1.20 1.20 1.44

Total sqm 106.87

31 11.6.1 18 mm th.Cement plaster 1:3 in skirting

Hall R/M 1 9.14 9.14

Side of below T.V. shelf R/M 2 0.30 0.60

column R/M 8 1.20 9.60

Total length of skirting R/M 31.44

skirting sqm 31.44 0.15 4.72

Tube well platform sqm 1 4.80 0.05 0.24

Total skirting sqm 4.96

32 11.13.1 Providing and fixing glass strips

glass [email protected] m/sqm of floor area

Total R/M 267.17

33 11.38 Providing and Laying 300 x300 mmCeramic

glazed floor tiles in toilets

Urinal sqm 2 1.50 1.200 3.60

Total Ceramic glazed floor tiles sqm 3.87

34 11.36 Ceramic glazed wall tiles in dado

Urinal sqm 2 5.44 0.75 8.16

Door jambs sqm 4 0.075 0.75 0.23

sub Total sqm 8.39

35 11.72 100A one brick flat soling in plinth

Foundation Vide-/4.1.3(a) sqm 22.73

Ramp trench sqm 1 9.250 0.500 4.63

Ramp trench sqm 3 1.050 0.500 1.58

under plinth Vide-/4.1.3(b) sqm 16.26

under tie beam sqm 1 55.25 0.250 13.81

For Road sqm 1 15.00 3.000 45.00

Total sqm 104.00

36 11.76 Providing average 150mm thick dry rammed khoa

Vide-/2.28(b) sqm 0.00

under step sqm 1 3.20 1.08 3.44

under step sqm 2 1.05 0.325 0.68

Less plan area of beam at plinth sqm 1 72.53 0.25 0.00

Tube well platform 1 1.35 1.35 1.82

Total sqm 16.26

37 12.39 Making Khurras nos 2 2.00

38 13.11.4 12 mm thick Internal Cement Plaster

Deduction:- sqm

39 13.12.4 15mm CP 1:6 in internal surfaces

External(all around) sqm 1 42.50 3.94 167.45

toilet wall sqm 4 1.35 2.94 15.88

chajja sqm 2 39.84 0.450 35.86

toilet chajja sqm 2 4.30 0.450 3.87

parapet sqm 1 41.74 0.280 11.69

Hall opening sqm 1 24.00 2.140 -51.36

Total External plaster sqm 176.12

40 13.24.2 6mm CP 1:4 in ceiling

Toilet sqm 2 1.50 1.2 3.60

T.V. shelf sqm 2 1.20 0.30 0.72

Total sqm 102.95

41 13.17.1 12 mm C.P (1:3) with punning

Up to plinth:- sqm 1 12.32 0.8 9.86

42 13.70.1 White Lime wash

Total sqm 261.84

43 13.79.1 Water proof cement paint

External portion

Total sqm 437.96

44 13.81 Applying priming coat

13.81.3 yellow primer on steel surfaces

qty vide /10.5.2 sqm 8.40

Total sqm 2.5 times of total area 21.01

45 13.94.1 synthetic enamel paint on wooden & steel

Door,window,M.sheet door sqm

2.5 times of total area 21.01

Railing sqm 1 10.25 0.90 9.23

window &ventilator grill sqm 1.82

Total sqm 32.06

46 13.116 Forming groove of12x12mm and up to

all around: horizontal R/M 1 45.00 45.00

Total R/M 45.00

47 13.17.1+13.36.1 12 mm thick cement plaster with water proofing in cm (1:3) with neat cement punning…E/I.

over tertrace sqm 1 8.73 8.76 76.47

Total sqm 87.07

48 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 Total qty. 130.428 130.43

49 2.25(A) Excavating,supplying and filling of local earth by mechanical transport up to lead of 3 km

50 MATERIAL CONSUMPTION

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

(In MT) (M3) (M3) (Nos)

1 Local Sand cum 80.25

2 Brick Flat Soling sqm 104.00 3355

17 40mm Th C.C. Flooring sqm 106.87 1.82 1.90 3.80

18 18mm Th C.P 1:3 In Skirting sqm 4.96 0.06 0.12

19 Ceramic Tiles in dado sqm 7.26 0.08 0.11

20 Kota+Marble Flooring sqm 0.00 0.00 0.00

21 Kota+Marble Skirting sqm 0.00 0.00 0.00

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

23 12 mm C.P(1:3) with water proofing cum 87.07 0.66 1.34

24 Ceramic floor tiles sqm 3.87 0.05 0.10

25 60 mm paver block sqm 130.43 0.00 6.52

26 L.sand (cum)

Local Sand cum 80.25 80.25

Brick Flat Soling sqm 104.00 1.56

60 mm paver block sqm 130.43 1.95642

Total cum 83.77

27 Brick bats in M3

120mm Th I.C. Based Water Proofing sqm 0.00 0.00

Dry rammed khoa sqm 16.26 2.47

LAEO WD-01 Nawada LAEO WD-01 Nawada

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