CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

GENERAL ABSTRACT OF COST

CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

1 Construction of building ₹ 2,015,421.00 PH 1.8 1.5

2 Construction of boundary wall ₹ 736,355.00

3 Sanitary and Water supply work ₹ 65,742.00 Cs 188

4 H.P. Tube Well ₹ 13,382.00

5 Internal electrification work ₹ 60,766.00 ST 233

6 Add Contingency LS ₹ 2,534.00 Ec B C Cs 66.5 25 25

Junior Engineer L.A.E.O, Works Div- ARARIA Assistant Engineer L.A.E.O, Works Div.-ARARIA Executive Engineer L.A.E.O, Works Div.-ARARIA

J.E L.A.E.O Work Div- A.E L.A.E.O Work Div- E.E L.A.E.O Work Div- C.E L.A.E.O Patna, Bihar

BILL OF QUANTITY

NAME OF WORK - CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

ESTIMATED COST - Rs. 2894200.00

EARNEST MONEY - Rs. 58000.00

COST OF B.O.Q. - Rs. 5000.00

TIME OF COMPLETION - 6 Month

DATE OF TENDER -

TOTAL Nos. OF ITEMS - 73

Sl. SOR Item of Works Quantity Unit Rate Amount D D

1 2.29.1 Surface dressing of the ground including removing vegetation and inequilities not exceeding 15 cm deep do do with all comp job . 400.00 sqm 13.55 5422.00

2 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . Including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kinds of soil) 79.64 cum 360.70 28726.00

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead . 39.83 cum 123.90 4935.00

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete . 147.55 cum 287.30 42391.00

5 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 195.25 sqm 283.30 55314.00

6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 13.33 cum 3998.10 53295.00

7 4.11 Providing and laying damp-proof Course 50mm thick with cement concrete1:2:4(1cement:2:2coarsesand :4graded stone aggregate 20mm nominal size) 18.19 sqm 245.60 4467.00

8 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) 22.54 cum 4688.30 105674.00

9 5.2.2 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. upto floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 9.16 cum 5670.00 51938.00

10 ='Building TS'!B128 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 1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). 20.31 cum 5335.90 108372.00

11 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations,footings, bases Columns 61.14 sqm 211.60 12937.00

12 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roofs, landings, balcnies and access platform 104.64 sqm 437.50 45780.00

13 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers. 128.43 sqm 404.70 51975.00

14 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 200.78 sqm 494.40 99265.00

15 5.9.19 Centring and shuttering including strutting,propping etc. and removal of form for Weather shade,Chajjas, corbels etc. including edges 14.97 sqm 550.90 8247.00

16 5.22.7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars TMTC-500- 5773.0 kg 91.70 529384.00

17 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse sand ) 40.91 cum 4819.90 197182.00

18 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 20.48 cum 5662.10 115960.00

19 6.18.4A +6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) 12.21 sqm 689.00 8413.00

20 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces 67.73 kg 101.30 6861.00

21 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings complete jncluding applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece. 6.31 sqm 3653.00 23050.00

22 9.48.1 Providing and fixing M.S. grill of required pattern in frames of windows etc.with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding 1143.24 Kg 144.50 165198.00

23 10.18 Cast iron box for ceiling fan 7.00 Each 165.40 1158.00

24 10.33.3 Providing 40 mm G.I. pipe in hand railing 37.20 kg 150.00 5580.00

25 13.17.2 12mm cement plaster1:4(1cement:4coarsesand) finished with floating coat of near cement Details of cost for 10 sqm 12mm cement plaster1:4(1cement:4coarsesand) finished with a floating coat of near cement Details of cost for 10 sqm 134.15 sqm 192.20 25783.00

26 11.37 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 as 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. 3.98 sqm 686.80 2733.00

27 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. 12.36 sqm 795.00 9826.00

28 13.11.4 12 mm cement plaster 1:6 (outside surface) 247.08 sqm 141.50 34961.00

29 13.12.4 15 mm cement plaster 1:6 (inside surface) 235.19 sqm 162.80 38288.00

30 13.24.2 6 mm cement plaster 1:4 in ceiling 150.40 sqm 125.60 18890.00

31 13.80A.2 Providing and applying white cement based putty of average thickness 2mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 632.66 sqm 105.40 66682.00

32 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade 632.66 sqm 70.50 44603.00

33 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade : New steel work (two or more coats) 75.04 sqm 83.50 6265.00

Total 1979555.00

34 AS per BCD Letter no. 5751 dated -18.07.2023 adding 5.36% for increasing in GST FROM 12% TO 18% 106104

35 Carriage of Materials

Stone Chips 56.89 cum 3248.80 184825.00

Coarse Sand 57.12 cum 5141.50 293683.00

Local Sand 150.49 cum 347.10 52235.00

36 Extra Cost of Materials

37 Providing & fixing Information board…..E/I 1.00 Each 4000.00 4000.00

Providing & fixing Inauguration borad (granite)…..E/I 1.00 Each 6000.00 6000.00

WATER SUPPLY AND SANATARY FITTING

38 18.70 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

39 18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end).

40 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 750.00 Liter 9.70 7275.00

41 18.49 Providing and fixing C.P brass bib cock of approved quality conforming to IS:8931 6.00 each 434.20 2605.00

42 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 15 mm nominal bore . 2.00 each 594.80 1190.00

43 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: 2.00 each 4470.90 8942.00

44 12.78.2 Providing and fixing on wall face unplasticised- PVC (working pressure 4 Kg per sqcm) rain water pipes conforming IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter all complete as per building specifications and direction of E/I. 15.00 m 257.50 3863.00

45 12.79 Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised- PVC rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Couplet 75 mm all complete as per building specifications and direction of E/I.

12.79.3.2 Single Tee with door - 110 mm dia - 4.00 Each 193.40 774.00

46 12.80.2 Providing and fixing unplasticised - PVC pipe clip of approved design to unplasticised PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50 x 50 x 50 mm hard wood plugs screwed with M.S. screws of required length including sutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. 110 mm all complete as per building specifications and direction of E/I. 16.00 Each 182.72 2924.00

47 Provision for Electric Motor with all accessories & fitting etc. 1.00 Each 6000.00 6000.00

48 Provision for Shallow well Hand Pump ( As per attatched estimate ) - 1.00 Each 13382.00 13382

49 Providing all tools and labours for doing boring by jet or Dekhi process to suit to lower 40mm dia . G.I. pipes and PVC pipe including reaming the bore with 40x50mm reducer lowing partly G.I. pipe (6.0mtr) P.V.C. pipes and stainer with shoe plug (soil item 'A') all complete job as per .... E/I....

50 Providing all tools and labours for fitting and fixing hand pumps no 6 etc. all complete inciuding leather flap valve and bucket's nut if necessary all complete job as per specification and direction of E/I. 1.00 each 118.00 118.00

51 Developing and testing of Tube well till the discharge is free from sand all complete job as per ….. E/I. 1.00 each 488.00 488.00

52 Tranportiog cost of materials, tools and equipment from store to work site and carrying back the surplus material if any all complete job as per specification and direction of E/I. 1.00 each 517.00 517.00

53 Supplying 40mm dia Light quality G.I. pipe comforming to relevant I.S.I. 3.00 mtr 449.70 1349.00

54 Supplying 40mm dia Blue casing P.V.C. pipe of approved quality with shoe plug. 13.00 mtr 85.60 1113.00

55 Supplying 40mmx2mtr Long P.V.C. ribbed strainer of approved quality with shoe plug as per relevent I.S.I. 2.00 each 262.90 526.00

56 Supplying shallow well Hand pump…(Pump no.-6) 1.00 each 3000.00 3000.00

57 Supplying all materials and labours of Brick Masonary palteform of size 1.20x1.20m with top and side finished with 12mm C.P. (1:3) with beat cement punning for the furnish all around as per specification and direction of E/I. 1.00 each 3111.00 3111.00

58 1.1 Wiring for light point/fan/exhuast fan/call bell point with 1.5 sq.mm pvc insulated copper cond.single core cable in surface/ recessed pvc conduit with piano type switch phenolic laminated sheet suitable size pvc/G.I.box as reqd.

59 1.30 S/F suitable size G.I.PVC box on surface or in recess with phenolic laminated sheet cover in front in including P/F 6 pin 15/16 amps.socket outlet and 15/16 amps piano type switch connection painting etc.as reqd. 4 Each 424.00 1696.00

60 1.23.1 S/F/F 5/6 amps one way switch piano type on the existing switch box/cover including connection as reqd. 3 Each 37.00 111.00

61 1.23.4 S/F/F 6 amps. 5 pin socket outlet on the existingswitch box/cover including connection etc.as reqd. 3 Each 55.00 165.00

62 1.23.3 S/F/F 15/16 amps one way switch piano type on the existing switch box/cover including connection as reqd. 2 Each 102.00 204.00

63 1.23.5 S/F/F 16 amps. 5 pin socket outlet on the existingswitch box/cover including connection etc.as reqd. 2 Each 119.00 238.00

64 1.7 Wiring for circuit/submain wiring along with earth wire with PVC insulated copper cond.single core cable in surface / recessed PVC conduit as reqd.

65 1.34 S/F batten angle holder including connection etc.as reqd. 14 Each 80.00 1120.00

66 6.1.6 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp 14 Each 250.00 3500.00

67 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection 8 Each 64.00 512.00

68 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, power painted including earthing etc. as required ( But without MCB / RCCB / Isolator ). 1 Each 1447.00 1447.00

69 2.12.1 Supplying and fixing of following rating 240 / 415 volts "C" curve MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .6/32Amps,Single pole

2.12.1 6 / 32 Amps, Single Pole 2 Each 237.00 474.00

2.13.1 6 / 32 Amps, Double Pole 1 Each 667.00 667.00

70 2.6 Providing and fixing following capacity double pole /four pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required.

71 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as req u ired. 3 Each 358.00 1074.00

72 8.1.5 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. 3 Each 2482.00 7446.00

73 Calculation of seigniorage charge minor mining materials

Materials Unit Quantity Rate Amount

Stone Chips Cum 56.89 106.36 6051.00

Coarse Sand Cum 57.12 30.96 1769.00

Local Sand Cum 150.49 14.19 2135.00

Earth for making bricks %o Nos. 37421 561.86 21026.00

NAME OF WORK - CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

Sl. SOR Reference Item of Works Nos Length Width Height Quantity Unit Rate Amount

1 2.29.1 Surface dressing of the ground including removing vegetation and inequilities not exceeding 15 cm deep do do with all comp job

2 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. 4.00

2.8.1 All Kinds of soil 5.00

T.Area= 23.400 (A)

Quantity 23.400 1.500 35.10 cum

Septic tank 1 3.000 2.000 1.950 11.70 cum

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

50 % of Total Earthwork ITEM NO 2 26.76 cum 123.90 3316.00 E

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

FDN vide item no.2 (A) 23.40 sqm

Ramp Platform 1 2.500 1.250 3.130 sqm

T.Area= 87.770 sqm (A)

Ramp Slope 1 6.000 0.250 0.075 0.11 cum

Ramp Foundation 1 6.000 1.250 0.725 5.44 cum

Below Steps 1 3.000 1.000 0.075 0.23 cum

Septic tank 1 3.000 2.000 0.075 0.45 cum

Campus filling 1 50.000 3.000 0.300 45.00 cum

Total qty 145.68 cum 287.30 41854.00 E

5 11.72 One Brick Flat soling jionts filled with local sand

Ramp Foundation 1 6.000 0.250 1.50 sqm

Steps Foundation 1 3.000 1.000 3.00 sqm

In Plinth vide item no.4(A) 87.77 sqm

Ramp Platform 1 2.500 1.250 3.13 sqm

Below grade beam 1 72.750 0.250 18.19 sqm

Septic tank 1 3.000 2.000 6.00 sqm

CEMENT CONRETE WORK

6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Septic tank 1 3.000 2.000 0.150 0.90 cum

Ramp Platform 1.00 3.000 1.500 0.075 0.34 cum

Front steps 1.00 3.000 1.000 0.075 0.23 cum

7 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)

Total 3.31 cum (A)

Along grid A,B,C 3 9.000 0.250 0.250 1.69 cum

Along grid C' 1 1.450 0.250 0.250 0.09 cum

Along grid D 1 4.950 0.250 0.250 0.31 cum

Along grid D' 1 2.000 0.250 0.250 0.13 cum

Total 5.70 cum (B)

length of grade beam 78.100

Total 3.38 cum (C)

Total 0.96 cum (D)

Grand Total . : A+B+C+D 13.35 cum 4688.30 62589.00

8 4.11 Providing and laying damp-proof Course 50mm thick with cement concrete1:2:4(1cement:2:2coarsesand :4graded stone aggregate 20mm nominal size)

9 5.2.2 Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and

10 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 1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size).

Along grid A 1 9.000 0.250 0.250 0.56 cum

Along grid C 1 9.000 0.250 0.150 0.34 cum

Along grid C' 1 1.450 0.250 0.150 0.05 cum

Along grid D 1 4.950 0.250 0.150 0.19 cum

Along grid D' 1 2.000 0.250 0.150 0.08 cum

Total 2.66 cum (A)

TOTAL LENGTH 53.700

Along grid A,C 2 9.000 0.250 0.150 0.68 cum

Along grid B 1 9.000 0.250 0.300 0.68 cum

Along grid D 1 3.500 0.250 0.150 0.13 cum

Total 3.45 cum (B)

TOTAL LENGTH 49.100

Total 13.08 cum (C)

Total 1.12 cum (D)

Grand Total -A+B+C+D 20.31 cum 5335.90 108372.00

11 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations,footings, bases Columns

Front steps 1.00 3.000 1.000 0.075 0.60 sqm

S.T. Cover 1 3.000 2.000 6.00 sqm

12 5.9.3 Centering and shuttering in Suspended floors, Landings

Toilet 2 2.000 1.450 5.80 sqm

Total Area 104.64 sqm 437.50 45780.00

13 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam

Grade beam 2 78.100 0.250 39.05 sqm

Roof beam 2 25.400 0.300 15.24 sqm

Total Area 87.75 sqm 404.70 35512.00

14 5.9.6 Centering and shuttering for columns

Total Area 119.58 sqm 494.40 59120.00

15 5.9.19 Centering and shuttering in Chajja

Total Area 14.97 sqm 550.90 8247.00

16 5.22.7 Computation of Steel

Computation of Steel 105.945

Qty of RCC Work vide item no.7+9+10 38.97 cum

17 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse sand )

Front steps 1 3.000 1.000 0.300 0.90 cum

Septic tank 2 3.000 0.250 1.950 2.93 cum

18 6.1.14A+6.3A Brick work with bricks of class designation 100A in SuperStructure in : Cement mortar 1:6 (1 cement: 6 coarse sand )

Total 22.18 cum

19 6.18.4A +6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send)

Parapet building 1 42.350 0.150 6.35 sqm

Parapet toilet 1 10.500 0.150 1.58 sqm

Septic tank 1 1.500 1.200 1.80 sqm

Total Area 12.21 sqm 689.00 8413.00

DOORS AND WINDOWS

20 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces

21 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings complete jncluding applying a priming coat of approved steel primer.Using M.S. angle 40x40x6 mm for diagonal braces

TOTAL AREA 6.31 sqm 3653.00 23050.00

22 9.48.1 Providing and fixing M.S. grill of required pattern in frames of windows etc.with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding

@ 20.00 kg per sqm 21.60 Kg

For ramp grill 1 5.750 1.200 6.90 sqm

Total 12.00 sqm

Grand Total 261.60 kg 144.50 37801.00

23 10.18 Cast iron box for ceiling fan 7.00 Each 165.40 1158.00

24 10.33.3 Providing 40 mm G.I. pipe in hand railing

25 11.37 300 x 300 Ceramic glazed floor tiles in toilets

Toilet 2 1.500 1.200 3.60 sqm

26 11.36 Ceramic Glazed Tiles Skirting, Dado

Door jambs 4 0.250 1.200 1.20 sqm

27 13.11.4 12 mm cement plaster 1:6 (outside surface)

COLUMN 6 1.200 1.950 14.04 sqm

Parapet 1 52.850 0.300 15.86 sqm

Total 145.64 sqm

28 13.12.4 15 mm cement plaster 1:6 (inside surface)

Toilet 2 5.400 1.200 12.96 sqm

29 13.24.2 6 mm cement plaster 1:4 in ceiling

Toilet 2 2.000 1.70 6.80 sqm

Chajja 2 31.150 0.45 28.04 sqm

30 13.17.2 12mm cement plaster1:4(1cement:4coarsesand) finished with floating coat of near cement Details of cost for 10 sqm 12mm cement plaster1:4(1cement:4coarsesand) finished with a floating coat of near cement Details of cost for 10 sqm

Hall skarting 1 8.500 0.15 1.28 sqm

Column 8 1.200 0.15 1.44 sqm

Ramp platform 1 3.000 1.500 4.50 sqm

Front steps 1 3.000 1.000 3.00 sqm

Back steps 2 1.000 1.000 2.00 sqm

Out side up to plinth

Steps side 2 2.500 0.150 0.75 sqm

Septic tank 2 2.500 1.950 9.75 sqm

31 13.80 A.2 Providing and applying white cement based putty of average thickness 2mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

32 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade

33 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade : New steel work (two or more coats)

AS per BCD Letter no. 5751 dated -18.07.2023 adding 5.36% for increasing in GST FROM 12% TO 18% 76325.00

34 Carriage of Materials

(b) Stone Chips 43.23 cum 3248.80 140446.00

C) Coarse Sand 42.24 cum 5141.50 217177.00

(d) Local Sand 148.03 cum 347.10 51381.00

35 Extra Cost of Supply of Materials

36 Providing & fixing Inauguration borad (granite)…..E/I 1.00 Each 6000.00 6000.00

37 Providing & fixing Information board…..E/I 1.00 Each 4000.00 4000.00

38 Calculation of seigniorage charge minor mining materials

Materials Quantity Unit Rate Amount

Stone Chips 43.23 Cum 106.36 4598.00

Coarse Sand 42.24 Cum 30.96 1308.00

Local Sand 148.03 Cum 14.19 2101.00

TOTAL 2015421.00

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria E.E

L.A.E.O , WORK DIVISION ARARIA

39 Calculation of material consumption

Item Qty Unit Cement stone Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling 145.68 cum 145.68

Brick Flat Soling 155.98 sqm 5037 2.35

floor tiles 3.98 sqm 0.99 0.10

wall tiles 12.36 sqm 2.51 0.19

12 mm plaster 1:6 139.20 sqm 10.02 2.14

15 mm plaster 1:6 116.19 sqm 10.46 2.24

6 mm plaster 1:4 150.40 sqm 8.23 1.16

12mm CP with cement punning 134.15 sqm 25.07 2.07

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria E.E

L.A.E.O , WORK DIVISION ARARIA

ESTIMATE FOR CONSTRUCTION OF BOUNDARY WALL

Sl. SOR Reference Item of Works Nos Length Width Height Quantity Unit Rate Amount

reference M M M

1 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

T.Area= 24.890 sqm

Quantity 24.890 1.050 26.13 cum

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

50 % of Total Earthwork 13.07 cum 123.90 1619.00

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

In Foundation vide item no.2 Qty. 24.890 0.075 1.87 cum 287.30 537.00

4 11.72 One Brick Flat soling jionts filled with local sand

Below grade beam 1 57.500 0.250 14.38 sqm

CEMENT CONRETE WORK

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2coarse sand:4 graded stone aggregate 20 mm nominal size)

6 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

7 5.2.2 Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and

8 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations,footings, bases Columns

9 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam

Grade beam 2 65.000 0.250 32.50 sqm

Top band 2 54.500 0.075 8.18 sqm

Grand Total Area 40.68 sqm 404.70 16463.00

10 5.9.6 Centering and shuttering for columns

11 5.22.7 Computation of Steel

Computation of Steel

Qty of RCC Work vide item no.4 13.04 cum

12 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse sand )

Boundary wall 1 54.500 0.250 1.125 15.33 cum

13 10.32.2 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

Boundary grill 1 54.500 0.750 40.88 sqm

Total 40.88 sqm

@ 18.00 kg per sqm 735.84 Kg

Boundary gate 1 3.000 1.800 5.40 sqm

14 13.11.4 12 mm cement plaster 1:6 (outside surface)

Boundary wall 1 65.000 1.450 94.25 sqm

Boundary wall top 1 54.500 0.250 13.63 sqm 2.25

15 13.12.4 15 mm cement plaster 1:6 (inside surface)

Boundary wall 1 63.000 1.450 91.35 sqm

Side of C2 2 0.350 2.000 1.40 sqm

Total Area 119.00 sqm 162.80 19373.00

16 13.80 A.2 Providing and applying white cement based putty of average thickness 2mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

17 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade

18 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade : New steel work (two or more coats)

AS per BCD Letter no. 5751 dated -18.07.2023 adding 5.36% for increasing in GST FROM 12% TO 18% 29779.00

19 Carriage of Materials

Stone Chips 13.66 cum 3248.80 44379.00

Coarse Sand 14.88 cum 5141.50 76506.00

Local Sand (3 km) 2.46 cum 347.10 854.00

20 Extra Cost of Supply of Materials Gaya Saharsa Code

21 Calculation of seigniorage charge minor mining materials

Materials Quantity Unit Rate Amount

Stone Chips 13.66 Cum 106.36 1453.00

Coarse Sand 14.88 Cum 30.96 461.00

Local Sand 2.46 Cum 14.19 35.00

TOTAL 736355.00

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria E.E. L.A.E.O, Works Div- Araria

Calculation for material consumption

Item Qty Unit Cement stone Chips Sand Brick L.Sand

bags cum cum nos cum

Local sand filling 1.87 cum 1.87

Brick Flat Soling 39.27 sqm 1268.03 0.59

12 mm plaster 1:6 107.88 sqm 7.77 1.66

15 mm plaster 1:6 119.00 sqm 10.71 2.29

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria E.E. L.A.E.O, Works Div- Araria

DETAILED ESTIMATE FOR ELECTRIFICATION WORKS

SR SOR Particular Qty Rate Unit Amount

1 1.1 Wiring for light point/fan/exhuast fan/call bell point with 1.5 sq.mm pvc insulated copper cond.single core cable in surface/ recessed pvc conduit with piano type switch phenolic laminated sheet suitable size pvc/G.I.box as reqd.

2 1.30 S/F suitable size G.I.PVC box on surface or in recess with phenolic laminated sheet cover in front in including P/F 6 pin 15/16 amps.socket outlet and 15/16 amps piano type switch connection painting etc.as reqd. 4 424.00 Each 1696.00

3 1.23.1 S/F/F 5/6 amps one way switch piano type on the existing switch box/cover including connection as reqd. 3 37.00 Each 111.00

4 1.23.4 S/F/F 6 amps. 5 pin socket outlet on the existingswitch box/cover including connection etc.as reqd. 3 55.00 Each 165.00

5 1.23.3 S/F/F 15/16 amps one way switch piano type on the existing switch box/cover including connection as reqd. 2 102.00 Each 204.00

6 1.23.5 S/F/F 16 amps. 5 pin socket outlet on the existingswitch box/cover including connection etc.as reqd. 2 119.00 Each 238.00

7 1.7 Wiring for circuit/submain wiring along with earth wire with PVC insulated copper cond.single core cable in surface / recessed PVC conduit as reqd.

8 1.34 S/F batten angle holder including connection etc.as reqd. 14 80.00 Each 1120.00

9 6.1.6 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp 14 250.00 Each 3500.00

10 1.3 Supplying and fixing 2 pin,6 amp celling rose on the existing junction box/wooden block including connection etc. 8 64.00 Each 512.00

11 2.8.1 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, power painted including earthing etc. as required ( But without MCB / RCCB / Isolator ). 1 1447.00 Each 1447.00

12 2.12.1 Supplying and fixing of following rating 240 / 415 volts "C" curve MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .6/32Amps,Single pole

2.12.1 6 / 32 Amps, Single Pole 2 237.00 Each 474.00

2.13.1 6 / 32 Amps, Double Pole 1 667.00 Each 667.00

13 2.6 Providing and fixing following capacity double pole /four pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required.

14 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as req u ired. 3 358.00 Each 1074.00

15 8.1.5 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. 3 2482.00 Each 7446.00

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria

Estimate For the Sinking 40 mm dia & 20 mtr Deep H.P. Tube well

A) Labour Cost : Qty Unit Rate Amount

1 Providing all tools and labours for doing boring by jet or Dekhi process to suit to lower 40mm dia . G.I. pipes and PVC pipe including reaming the bore with 40x50mm reducer lowing partly G.I. pipe (6.0mtr) P.V.C. pipes and stainer with shoe plug (soil item 'A') all complete job as per .... E/I....

2 Providing all tools and labours for fitting and fixing hand pumps no 6 etc. all complete inciuding leather flap valve and bucket's nut if necessary all complete job as per specification and direction of E/I. 1.00 each 118.00 118.00

3 Developing and testing of Tube well till the discharge is free from sand all complete job as per ….. E/I. 1.00 each 488.00 488.00

4 Tranportiog cost of materials, tools and equipment from store to work site and carrying back the surplus material if any all complete job as per specification and direction of E/I. 1.00 each 517.00 517.00

B) Materials Cost :

5 Supplying 40mm dia Light quality G.I. pipe comforming to relevant I.S.I. 3.00 mtr 449.70 1349.00

6 Supplying 40mm dia Blue casing P.V.C. pipe of approved quality with shoe plug. 13.00 mtr 85.60 1112.80 20

7 Supplying 40mmx2mtr Long P.V.C. ribbed strainer of approved quality with shoe plug as per relevent I.S.I. 2.00 each 262.90 525.80

8 Supplying shallow well Hand pump…(Pump no.-6) 1.00 each 3000.00 3000.00

C) Contruction of RCC plateform and drain their fitting & fixing in T/W

9 Supplying all materials and labours of Brick Masonary palteform of size 1.20x1.20m with top and side finished with 12mm C.P. (1:3) with neat cement punning for the furnish all around as per specification and direction of E/I. 1.00 each 3111.00 3111.00

Total Amount= Rs. 13381.60

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria

Detailed Estimate of Chabutra 1.35MX1.354M

E/W in foundation 1.35x1.35x.075 =.39cum 0.14 cum 360.70 49.30

Providing 100A Brick flat soling 1.35x1.35M = 1.82 sqm 1.82 sqm 283.30 516.31

Providing Half B/W(1:4) =2x(1.35+1.10)x.075 =0.41 cum 0.37 sqm 599.30 220.24

Providing 12mm CP(1:4) with cement punning = 1.35*1.35+4*1.35*0.15+4*1.1*0.075 = 2.96 sqm 2.96 sqm 192.20 569.39

Coarse Sand 0.12 cum 5141.50 604.04

Stone chips 0.12 cum 3248.80 395.22

Local sand 0.03 cum 347.10 9.52

Difference cost of materials

Say Rs. 3111.00

J.E. L.A.E.O, Works Div- Araria A.E. L.A.E.O, Works Div- Araria

L.A.E.O W.D- ARARIA

1 Bricks- 1K+7P

2 Local sand- 1K+2P

3 Coarse sand from Jagdishpur:-

Jagdishpur to Araria zero mile:- 169.00 KM

Araria zero mile to work site :- 51.00 KM

Total:- 220.00 KM

4 Stone chips from Mirzachauki quarry site:-

(A) Mirzachauki (quarry site) to narpatgunj work site 249.0 KM

(B) Mirzachauki (Quarry site) to Mirzachauki rly yard (by road)(1 K + 17P):- 5.00 KM

Mirzachauki rly yard to Batnaha jn yard:- 309.00 KM

Bathnaha jn yard to work site (by road):- 23.00 KM

Total:- 337.00 KM

CARRIAGE COST for Araria

AS PER SOR BUILDING CONSTRUCTION DEPARTMENT 2022

Materials Lead Haulage with O.H & C.P Loading / Unloading with O.H & C.P. Add 18 % GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour Cess (%) Rate

Ls= Lead on surface road 11.20 Hs = Haulage on surface road

Lu= Lead on unsurface road 13.50 Hu= Haulage on unsurface road

Lk= Lead on kuchcha road 27.20 Hk = Haulage on kuchcha road

Lead by Rail Head

Stone chips from Mirzachauki querry site to Purnea jn yard to work site:-

(i) From quarry to Mirzachauki Rail head (2k+ 3S):-

(ii) Mirzachauki Rail head to Bathnaha (Araria) Rail head (by Rail):- 309 Km

(a) Rail freight class 150( 301-325 km) per MT Rs.:- 533.90

(b) Busy season charge on (a) @10% Rs.:- 53.39

(c) Development charge on (a) and (b) @ 5% Rs.:- 29.36

(d) Terminal charge Rs.:- 40.00

Total Rly freight charge Rs.:- 656.65

Multiplying Factor 1.6 Rs.:- 1050.64

Rly Freight charge per cum at Bathnaha (Araria) Rly yard

(iii) Bathnaha (Araria) rail head to work site( 23 KM ):-

Total Rs.:- 2652.42 (A+B+C)

Total Rs including GST & L.Cess 3248.75

Rate per cum at work site Rs.:- 3248.80

Extra cost of materials:-

(i) Cement(P.S.C.):- Basic Rate

0367G Purnea 4720.00

Difference- 90.00

GST O.H. & C.P. L. Cess Rate

2602F Purnea 5790

Difference- 725.00

GST O.H. & C.P. L. Cess Rate

LAEO WD- ARARIA LAEO WD-ARARIA

योजना एवं विकास विभाग

योजना का नाम :- बिहार महादलित विकास मिशन ]/

कार्य अंचल :- स्थानीय क्षेत्र अभियंत्रण संगठन, कार्य अंचल - पूर्णिया \\\\\]ऊऊऊऊऊऊओक्म

कार्य प्रमंडल :- स्थानीय क्षेत्र अभियंत्रण संगठन, कार्य प्रमंडल- अररिया \\\\\]ऊऊऊऊऊऊओक्म

कार्य का नाम :- CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

Detail Estimate for Water Supply and Sanitation work

S.N. SOR Item of Work Quantity Unit Rate Amount

1 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

2 18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end).

3 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 750.00 Liter 9.70 7275.00

4 18.49 Providing and fixing C.P brass bib cock of approved quality conforming to IS:8931 6.00 each 434.20 2605.00

5 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 15 mm nominal bore 2.00 each 594.80 1190.00

6 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: 2.00 each 4470.90 8942.00

7 12.78.2 Providing and fixing on wall face unplasticised- PVC (working pressure 4 Kg per sqcm) rain water pipes conforming IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter all complete as per building specifications and direction of E/I. 15.00 m 257.50 3863.00

8 12.79 Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised- PVC rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Couplet 75 mm all complete as per building specifications and direction of E/I.

12.79.3.2 Single Tee with door - 110 mm dia - 4.00 Each 193.40 774.00

9 12.80.2 Providing and fixing unplasticised - PVC pipe clip of approved design to unplasticised PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50 x 50 x 50 mm hard wood plugs screwed with M.S. screws of required length including sutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. 110 mm all complete as per building specifications and direction of E/I. 16.00 Each 182.72 2924.00

10 Provision for Electric Motor with all accessories & fitting etc. 1.00 set 6000.00 6000.00

11 Provision for Shallow well Hand Pump ( As per attatched estimate ) - 1.00 Each 13382.00 13382.00

Total Rs. 65742.00

LAEO WD ARARIA LAEO WD ARARIA

योजना का नाम:- BIHAR MAHADALIT VIKAS MISSION

NAME OF WORK CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

प्रसंग:- मिशन निदेशक, बिहार महादलित विकास मिशन बिहार पटना के ज्ञापांक बि० एम० वि०एम० 690-01/16/24 -1653 Patna dated-24/07/2026

प्रस्तुत प्राक्कलन उपरोक्त प्रासंगिक पत्र के आलोक में कार्यपालक अभियंता स्थानीय क्षेत्र अभियंत्रण संगठन कार्य प्रमंडल -अररिया के निदेशानुसार तैयार किया गया है |

प्रस्तुत प्राक्कलन में 9.0M x 8.725 M के एक छतदार शेड , 3.0 M x 3.0 M के एक रूम , 1.50 M x 1.20 M के एक जेंट्स एवं एक लेडीज टॉयलेट , रैंप (शौचालय, जलापूर्ति, विद्युतीकरण सहित) के निर्माण का प्रावधान है | प्लिंथ की ऊँचाई 1.2 M , प्लिंथ से छत की ऊँचाई 3.30M है |

PROPOSED COMMUNITY HALL CUM WORK SHED का निर्माण महादलित टोले में प्रस्तावित सरकारी भूमि पर ही किया जाना है,

यह प्राक्कलन BCD के वर्त्तमान स्वीकृत अनुसूचित दर दि० -1.1.2022 पर तैयार किया गया है | भवन निर्माण विभाग बिहार के पत्रांक-5751 पटना दिनांक- 18.07.2023 के आलोक में GST की दर अतिरिक्त 5.36% का प्रावधान प्राक्कलन में किया गया है |

प्राक्कलन की तकनीकी एवं प्रशासनिक स्वीकृति अपेक्षित है |

कनीय अभियंता सहायक अभियंता कार्यपालक अभियंता

स्था० क्षे० अभि० सं० स्था० क्षे० अभि० सं० स्था० क्षे० अभि० सं०

कार्य प्रमंडल - अररिया कार्य प्रमंडल - अररिया कार्य प्रमंडल - अररिया

योजना एवं विकास विभाग

स्थानीय क्षेत्र अभियंत्रण संगठन के अंतर्गत

योजना की स्वीकृति हेतु चेक- लिस्ट

1 योजना / शीर्ष / कार्यक्रम का नाम BIHAR MAHADALIT VIKAS MISSION

2 प्राप्त आवंटन की विवरणी

प्रसंग तथा तिथि मिशन निदेशक, बिहार महादलित विकास मिशन बिहार पटना के ज्ञापांक बि० एम० वि०एम० 690-01/16/24 -1653 Patna dated-24/07/2026

3 कार्य का नाम CONSTRUCTION OF COMMUNITY HALL CUM WORK SHED WITH TOILET AND WATER SUPPLY FOR BIHAR MAHADALIT VIKAS MISSION, IN FARAHI PANCHAYAT AT- BADRI RISHIDEV TOLA WARD NO.-05 OF NARPATGANJ BLOCK UNDER ARARIA DISTRICT.(MOUZA-FAHARI THANA NO-223, KHATA NO - 555, KHERSA NO - 1351)

5 कार्य की लम्बाई / आकार / मात्रा / संख्या ( जो लागू हो ) 1 अदद पक्का वर्कशेड (शौचालय, जलापूर्ति, विद्युतीकरण सहित)

7 लोकसभा क्षेत्र का नाम अररिया

विधान सभा क्षेत्र का नाम अररिया

8 प्रखंड / पंचायत क्षेत्र का नाम NARPATGANJ/FARAHI

योजना से लाभान्वित होने वाले गाँव / टोले का नाम एवं जनसंख्या BADRI RISHIDEV TOLA WARD NO.-05

9 चयन समिति की प्राथमिकता सूची की छायाप्रति / अनुशंसा पत्र की छायाप्रति / अन्य हेतु चयनित योजना के प्रासंगिक पत्र की छायाप्रति संलग्न

10 कार्य से संबंधित योजना की मार्गदर्शिका के अनुरूप योजनाओं का चयन किया गया है या नही, यदि हाँ तो किस क्रमांक की योजना है हाँ

11 क्या इस कार्य हेतु विवाद रहित सरकारी जमीन उपलब्ध है ( हाँ या नहीं ), यदि हाँ तो संबंधित कनीय अभियंता एवं सहायक अभियंता का प्रमाण पत्र , यदि नहीं तो क्या संबंधित भूस्वामियों द्वारा बिहार सरकार के पक्ष में भूमिदान पत्र ( महामहिम राज्यपाल, बिहार के नाम से निबंधन ) प्राक्कलन के साथ संलग्न ( है या नहीं ) हाँ

12 क्या प्रस्तावित योजना हेतु चिन्हित भूमि पर किसी प्रकार का अतिक्रमण है , ( हाँ या नहीं ) नहीं

13 क्या प्रस्तावित योजना वन क्षेत्र में पड़ता है ,( हाँ या नहीं ) यदि हाँ तो क्या वन विभाग से अनापत्ति प्रमाण पत्र संलग्न है या नहीं नहीं

14 क्या प्रस्तावित योजना अन्य विभाग की जमीन में या उसके नियंत्रण क्षेत्र में पड़ता है ,( हाँ या नहीं ) यदि हाँ तो क्या संबंधित विभाग से अनापत्ति प्रमाण पत्र संलग्न है या नहीं नहीं

15 क्या प्रस्तावित योजना पूर्व में किसी अन्य योजना / मद / शीर्ष से कार्यान्वित है ,( हाँ या नहीं ) नहीं

16 क्या प्रस्तावित योजना में विगत पांच वर्षों में किसी प्रकार का कार्य हुआ है,( हाँ या नहीं ) यदि हाँ तो विवरण दें तथा यह अंकित करें कि प्रस्तावित योजना के प्राक्कलन में पूर्व से संबंधित प्रयुक्त किये जा सकने वाले सामग्री के समुचित इस्तेमाल का प्रावधान किया गया है ( हाँ या नहीं ) नहीं

17 क्या प्राक्कलन में इंडेक्स प्लान, रूटचार्ट, लीड चार्ट संरचना का प्लान, एलिवेशन सेक्शन में विस्तृत steel , reinforcement इत्यादि संलग्न है , ( हाँ या नहीं ) संलग्न

18 भवन निर्माण के मामले में संबंधित भूकंप जोन के लिए संरचना भूकंप प्रतिरोधी है या नहीं , यदि हाँ तो निरूपण अभियंता का प्लान एवं संरचना पर हस्ताक्षर है या नहीं N/A

19 गली निर्माण के साथ नाली एवं उसकी समुचित स्थान पर जल निकासी का प्रावधान किया गया है , ( हाँ या नहीं ) यदि नहीं तो क्यों N/A

20 क्या प्राक्कलन विस्तृत सर्वेक्षण कर तैयार किया गया है यदि हाँ तो कनीय अभियंता एवं सहायक अभियंता का स्थल सर्वेक्षण की तिथि 06-17-26

21 क्या यह सुनिश्चित कर लिया गया है कि योजना को पूर्णरूपेण पूरा करने के लिए सभी आवश्यक मदों का समावेश प्राक्कलन में कर लिया गया है एवं उसकी विशिष्टियां समुचित रूप से निर्धारित कर ली गई हैं | हाँ

22 विस्तृत प्राक्कलन तैयार करने कि तिथी 08-01-26

23 प्राक्कलन में विस्तृत दर विश्लेषण सभी अवयवों के मद संख्या के साथ संलग्न है या नहीं संलग्न

24 प्राक्कलन, संबंधित विभाग का अद्यतन अनुसूचित दर एवं संहिता (कोड) के प्रावधान के अनुरूप है या नहीं | यदि हाँ तो किस विभाग का है एवं लागू होने की तिथि BCD.- 1.1.2022

25 योजना में प्रयुक्त की जाने वाली सामग्री कि ढुलाई अनुमोदित Qwarry / सामग्री स्थल से न्यूनतम दूरी से दी गयी है या नहीं , साथ ही रेलवे व सड़क मार्ग में से जिसकी दर कम हो के तुलनात्मक विवरणी संलग्न है या नहीं न्यूनतम दूरी से दी गयी है I

26 प्राक्कलन पर तकनीकी अनुमोदन / स्वीकृति की विवरणी

अभियंता पदाधिकारी का नाम ई. रामवरण पासवान

पदनाम कार्यपालक अभियंता

27 प्राक्कलन पर प्रशासनिक स्वीकृति की विवरणी

प्रशासनिक पदाधिकारी का नाम

कनीय अभियंता सहायक अभियंता कार्यपालक अभियंता

स्था० क्षे० अभि० सं० स्था० क्षे० अभि० सं० स्था० क्षे० अभि० सं०

कार्य प्रमंडल - अररिया कार्य प्रमंडल - अररिया कार्य प्रमंडल - अररिया

Loading & Unloading of Bricks 342.20

Loading & Unloading of Sand, Moorum, Earth, Chips etc. 171.10

Loading & Unloading of Cement & steel. 288.00

Haulage Katcha 20.30

Haulage Unsurface 10.10

Haulage Surface 8.40