EXTERNAL ELECTRICAL CABLING & DRAINAGE DISPOSAL SYSTEM AT SAINIK SCHOOL GOPALGANJ, BIHAR

Construction of JAN NAYAK KARPOORI THAKUR CHHATRAVAS AT SAMASTIPUR

FOUNDATION DETAIL DISCRIPTION

TRAPENZOID FOOTING DETAIL

VOLUME UP TO(h to h2)

formula=cxdxh+{(cd+ab)/3+(ad+bc)/6}h1+abh2

FOOTING NAME NOS. LENGTH HEIGHT Hmax REF

a b c d h h1 h2

VOLUME BASE REC. SURFACE AREA TOP REC. SURFACE AREA EXCAVATION ((c+.15)*(d+.15)*hmax)*nos. SAND FILLING ((c+.15)*(d+.15)*.1)*nos. SOLING ((c+.15)*(d+.15)*nos P.C.C ( SOLING *.10 0.045375 650 325

EXCAVATION 151.96 CUM

P.C.C. 6.61 CUM

SAND FILLING 8.26 CUM

SOLING 66.07 SQM

R.C.C. 18.70 CUM

SHUTTERING 25.18 SQM

BACK FILLING 113.44 CUM

Rein 150 kg/cum 2804 Kg

BBS of Stirrups

Column Size Cover Dia of bar Dia half Hooks 45° Band 90° Band 135° Band Length of Bar

COL.HEIGHT SPACING NO. OF BAR TOTAL LEMGTH OF BAR IN MM WT. OF STRRIUP IN KG TOTAL WT. OF STRRIUP IN KG

tutorialstipscivil.com

Description value Description Value

UG Pedestal Depth 1900 Cutting Length Of One Bar 5086

Footing Depth 350 Weight Of One Bar 4.520888889

Plinth Beam Depth 300 Steel Required for 1 Column 30.516

Floor Beam Depth 0 Steel Weight for 1 Column 27.12533333

No of Floor Beam 1 Steel Weight for 218 Column 5913.322667

Floor Height 2000

Parapet Wall Height 0 79

Footing Development Length 600

Footing Main Bar 12

Footing Distribution Bar 12

No of Bar in Column 6

BAR BENDING SCHEDULE OF FOOTING

INPUT DATA BEND DEDUCATION

Footing ID F 1 45 Degree 1 D

NO. Of item 182 90 Degree 2 D

Footing Size(mm) 1200 1200 135 Degree 3 D

Clear Cover(mm) 50 180 Degree 4 D

min. Depth(mm) 250

Reinforcement detail Dia.(mm) Spacing(mm)

x-Direction 12 150

y-Direction 12 150

S.NO DESCRIPTION SHAPE OF BAR NO. OF ITEMS DIA. OF BAR(mm) NO. OF BEND BEND DEDUCTION(2D) mm NO. OF BARS CUTTING LENGTH OF BAR(m) TOTAL LENGTH OF BAR(m) UNIT WT.(kg/m) TOTAL WT.(kg)

TOTAL (Kg) 5714

5% wastage 285.7

Gross Total (kg) 5999.7

BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA.

B.O.Q FOR EXTERNAL ELECTRICAL CABLING & DRAINAGE DISPOSAL SYSTEM AT SAINIK SCHOOL GOPALGANJ, BIHAR

Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.08.2023) for Electrical Works

Amount of B.O.Q. (In Rs.) :- 6,07,92,000.00 Amount of E.M.D. (In Rs.) :- ₹ 1,216,000.00

Cost of B.O.Q. (In Rs.) :- 10,000.00 Completion Period :- 15 Month

Sr No SOR NO. ITEM OF WORK Qty. Unit Rate Amount

1 2.6 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.

2.6.1 All kinds of soil. 2783.988 cum 314.90 876677.82

2 2.8 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed

2.8.1 All Kinds of soil 337.500 cum 360.70 121736.00

3 2.11 "Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.) 15.750 metre 126.20 1987.65

4 2.12 "Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.) 11.250 metre 316.60 3561.75

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 276.928 cum 287.30 79561.34

6 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 3089.370 sqm 283.30 875218.52

CEMENT CONRETE WORK & REINFORCED CEMENT CONCRETE WORK

7 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4(1 Cement :3 coarse sand:6 graded stone aggregate 20 mm nominal size) 135.000 cum 3998.10 539744.00

8 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) 349.677 cum 3434.00 1200790.82

9 2.20 Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered).

10 2.20.1 Depth not exceeding 1.5 m. 5600.000 sqm 61.10 342160.00

11 2.21 Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered):

2.21.1 Depth not exceeding 1.5 m. 607.200 sqm 52.60 31938.72

12 2.17 Close timbering in case of shafts, wells, cesspits, mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered):

2.17.2 Depth exceeding 1.5 m but not exceeding 3 m 120.000 sqm 140.80 16896.00

13 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

14 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

15 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.2 With Sewer bricks conforming to IS : 4885 110.000 each 7948.10 874291.00

16 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.2 With Sewer bricks conforming to IS : 4885 49.500 metre 5757.40 284991.30

17 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

18 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.2 With Sewer bricks conforming to IS : 4885 12.000 each 18268.00 219216.00

19 19.11 Constructing brick masonry circular manhole 1.22 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand 1: 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

19.11.1.2 With Sewer bricks conforming to IS : 4885 8.000 each 13927.00 111416.00

20 19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m :

19.12.2 With Sewer bricks conforming to IS : 4885 12.000 metre 6390.10 76681.20

21 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

19.15.1 With 20x20 mm square bar 56.000 each 310.90 17410.40

22 19.21 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :

19.21.1 For pipes 100 to 250 mm diameter 40.000 each 375.90 15036.00

23 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10.000 each 3743.30 37433.00

24 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

19.30.1 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2.000 each 4266.80 8533.60

19.30.2 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3.000 each 5107.40 15322.20

19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5.000 each 5942.00 29710.00

25 19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete

26 18.26 Providing and laying flanged C.I. standard specials such as tees,bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :

27 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :

28 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :

29 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)M 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. Internal work - Exposed on wall

18.7.6 50 mm nominal outer dia Pipes 18.000 M 727.10 13088.00

30 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

18.72.17 200 mm dia Ductile Iron Class K-9 pipes 30.000 meter 2174.40 65232.00

18.72.18 250 mm dia Ductile Iron Class K-9 pipes 20.000 meter 3033.80 60676.00

31 18.73 Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329

18.73.2 200 mm dia Ductile Iron double flanged 3.000 meter 2855.40 8566.00

18.73.3 250 mm dia Ductile Iron double flanged 6.000 meter 4054.30 24326.00

32 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering ,finishing and reinforcement-All work up to plinth level

5.1.1 1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20mm nominal size) 348.324 cum 5961.10 2076394.00

33 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

34 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 343.400 sqm 211.60 72663.00

5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 1298.400 sqm 375.10 487030.00

5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform. 1047.530 sqm 437.50 458294.00

5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth beams, griders, bressumers and contilevers. 39.370 sqm 404.70 15933.04

5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts 28.800 sqm 494.40 14238.72

5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for.Weather shade,Chajjas, corbels etc. including edges 4.200 sqm 590.90 2481.78

35 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) 206.250 cum 4819.90 994104.38

36 6.45.2 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level 25.290 Sqm 700.80 17723.23

37 13.11 12 mm cement plaster

39 13.13.4 20 mm cement plaster of mix ; 1:6(1 cement: 6 coarse sand) 1250.000 sqm 192.10 240125.00

40 13.26 Neat Cement Punning 1250.000 sqm 40.50 50625.00

41 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 185.425 sqm 117.30 21750.35

42 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) 7.200 sqm 83.50 601.20

43 22.22 Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc.. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. 142.000 Kg 332.40 47200.80

44 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works 372.500 kg 114.60 42688.50

TOTAL-A 16274733.155

NON SCHEDULE ITEM

45 N.S > 50 Meter Submersible sewagepumps SPS158S/15HP - 1450RPM,6500 Lpm 1.000 Each 207200.00 207200.00

46 N.S Providing and installing 10 hp sump pump with all the required connections electricaland plumbing 1.000 each 100000.00 100,000.00

TOTAL-B 307200.00

L.T LINE CANTROL FEEDER PILLER PANEL-250A TPN

47 SOR 2.5.5 Providing and fixing 400amps capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 4.000 Each 19048.00 76192.00

48 SOR 2.4.2 Providing and fixing 125 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 24.000 Each 8676.00 208224.00

49 SOR 2.4.5 Providing and fixing 250 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 4.000 Each 18646.00 74584.00

50 SOR 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. 4.000 Each 1337.00 5348.00

51 SOR 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc asrequired. 4.000 Each 6536.00 26144.00

52 SOR 2319 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. 8.000 Each 298.00 2384.00

53 2318 SOR Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. 12.000 Each 091.00 1092.00

54 SOR 2.20 Providing and fixing M.V danger notice plate of 200mmx150mm made of mild steel at least 2mm thick, vitreius enameled white on both side and with inscription in singale red colour on front side in excluding cubical panel as required. 4.000 Each 214.00 856.00

55 SOR 2.20 Providing and fixing wall mounting iron sheet cubical feeder piller water proof panel board, fabricated with 16 SWG guage Iron sheet, sutable size for panel mounted disconnector, including, busbar chamer, insulator, nut-bolt and painting etc. with iron engal 16'' hight bess. as per require. size made 5'-0''x 4'-0''x12''=20 SQ. FT. 80.000 SQ. FT 2261.00 180880.00

L.T LINE CANTROL FEEDER PILLER PANEL-400A TPN

56 SOR 2.5.7 Providing and fixing 630amps capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 2.000 Each 38452.00 76904.00

57 SOR 2.4.7 Providing and fixing 400 A,50 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 2.000 Each 45651.00 91302.00

58 SOR 2.4.2 Providing and fixing 125 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 8.000 Each 8676.00 69408.00

59 SOR 2.4.5 Providing and fixing 250 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 8.000 Each 18646.00 149168.00

60 SOR 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. 2.000 Each 1337.00 2674.00

61 SOR 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc asrequired. 2.000 Each 6536.00 13072.00

62 SOR 2319 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. 4.000 Each 298.00 1192.00

63 2318 SOR Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. 6.000 Each 091.00 546.00

64 SOR 2.20 Providing and fixing M.V danger notice plate of 200mmx150mm made of mild steel at least 2mm thick, vitreius enameled white on both side and with inscription in singale red colour on front side in excluding cubical panel as required. 2.000 Each 214.00 428.00

65 SOR 2.20 Providing and fixing wall mounting iron sheet cubical feeder piller water proof panel board, fabricated with 16 SWG guage Iron sheet, sutable size for panel mounted disconnector, including, busbar chamer, insulator, nut-bolt and painting etc. with iron engal 16'' hight bess. as per require. size made 5'-0''x 4'-0''x12''=20 SQ. FT. 40.000 SQ. FT 2261.00 90440.00

SUPPLY & MAKING OF EARTHPITS

66 S.O.R 3.13 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth inspection pit etc. as required. OR Supply, Fixing & Hole cutting in earth as per drawing of (CU) (600mm X 300mm X 3mm) plate electrode earth, all complete as per specifications and drawings attached.(1No. EARTH for UPS Main nutral only.) -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pit. -Coution Note -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pitand TESTING shall be carried out in front of Officials / Consultant. 30.000 Each 16675.00 500250.00

67 SOR 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 1260.000 Metre 144.00 181440.00

SUPPLY & LAYING MAIN & SUBMAIN OF CABLE )

68 SOR 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

7.7.15 240sq. mm, 3.5 core (Main panel 250A sub main Fideer) 3400.000 Metre 2228.00 7575200.00

7.7.17 400 sq. mm, 3.5core(Main panel 400A sub main Fideer) 1200.000 Metre 3497.00 4196400.00

7.7.14 185 sq. mm, 3.5 core(Sub-main fideer panel to building panel) 1260.000 Metre 1763.00 2221380.00

7.7.12 120 sq. mm, 3.5 core(Sub-main fideer panel to Qtr. panel) Fideer) 900.000 Metre 1186.00 1067400.00

7.7.7 25 sq. mm, 3.5 core (In coming cable for street light control panel) 400.000 Metre 346.00 138400.00

69 SOR 7.1 Laying of one number PVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

7.1.3 Above 95 sq. mm and upto 185 sq. mm 2260.000 Metre 2854.97 6452225.42

7.1.4 Above 185 sq. mm and upto 400 sq. mm 5000.000 Metre 2854.97 14274835.00

70 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

Excavation work For Cabel line 270.000 Cum 360.70 97389.00

71 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

filling work For Cabel line 60.000 Cum 123.90 7434.00

72 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

19.30.2.1 Inside size 500x700 mm and 45 cm deep With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 20.000 Each 5107.00 102140.00

73 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

TOTAL-C 39204406.42

74 Carriage of Materials

c Coarse Sand 334.629 cum 2908.210 973,171.40

d Local Sand 307.846 cum 316.330 97,380.93

75 Difference cost of Materials

TOTAL-D 3821531.62

76 Add seigniorage Charge

a Earth for making Bricks 101.093 per 1000 5128.000 518,404.90

b Stone Chips 20 mm 558.151 cum 595.360 332,300.93

c Stone Chips 10 mm 186.771 cum 657.910 122,878.19

d Coarse Sand 334.629 cum 175.800 58,827.78

e Local Sand 307.846 cum 141.850 43,667.96

77 Seigniorage Charge 10% of cost of minor mining materials of Total (X) 107,607.98

Total (E) 107,607.98

ADD TOTAL ( A ) + TOTAL ( C ) TOTAL ( F ) 20096264.77

Multiplying factor 1.0536 for 18% GST (instead of 12% GST as per BCD Analysis 2022) ON ITEM @ TOTAL ( F ) TOTAL ( G ) 21173424.57

ADD TOTAL ( B + C + E ) TOTAL ( H ) 39619214.40

ADD TOTAL (G) + TOTAL (H) SUB TOTAL ( J ) 60792000.00

Analysis for Carriage by Rail & Road For Proposed Market Bazar Samiti, SUPAUL

Sl No Item with Source Unit Source Up to Carriage Cost & Lead in Km as per BCD effective 1-01-2022 Loading & Unloading Cost Rate per Tonne in Rs (Wagon Load) 15% Busy Season Surcharge 5% Development Surcharge Terminal charges Rs 50 per terminal C.P 10% O.H 12% Total GST 12% (Facor-14.05) Total cost Add Lab Cess 1% Finished rate

Carriage cost of Pucka / Surface road carriage cost unsurface road per km carriage cost katcha road per km

1 Stone Metal Gr-I & Gr-II Cum Pakur 8.00 x 8.40 x 46.00 Km = Rs 673.46 8.00 x 0.00 x 46.00 Km = Rs 0.00 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 1366.50 #REF! #REF! #REF!

L a b=ax15% c=(a+b)x5% d f=(a+b+c+d+ x 15% f j=h+f

2 Stone Metal Gr-III / GSB Cum Pakur 8.00 x 8.40 x 46.00 Km = Rs 619.48 8.00 x 9.90 x 46.00 Km = Rs 730.10 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 232.00 #REF! #REF! #REF!

3 Stone Aggregate / Chips Cum Kodarma 8.00 x 8.40 x 46.00 Km = Rs 619.48 8.00 x 9.90 x 46.00 Km = Rs 730.10 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 231.30 #REF! #REF! #REF!

4 Stone Boulder Cum Manpur(Gaya) 8.00 x 8.40 x 46.00 Km = Rs 644.00 8.00 x 9.90 x 46.00 Km = Rs 759.00 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 236.00 #REF! #REF! #REF!

1 Stone chips (By Rail & Road) Cum Quarry to Pakur Railway yard 8.00 x 11.20 x 8.00 Km = Rs 143.36 8.00 x 13.50 x 0.00 Km = Rs 0.00 8.00 x 27.20 x 4.00 Km = Rs 174.08 195.10 a b=ax15% c=(a+b)x5% d e=(a+b+c+d)x10% f=(a+b+c+d)x12% 512.54 Rs 1543.94 15.44 1559.38

Pakur Railway station to Katihar rly yard 195.10 316.10 47.42 15.81 0.00 0.00 0.00 574.42

Cost of Haulage Excluding Loading & Unloading as per SOR * Subjected to Verification of Lead * Subjected to Verification of Lead

Type of Road ` Per Ton. Km by Tipper

For Surface Road 8.40

Unsurface Gravel Road 10.10

Kachha Road 20.30

Analysis for Carriage by Road For Industrial area Fatuha

Sl No Item with Source Unit Source Up to Carriage Cost & Lead in Km as per sor effective 01-01-2022 Loading & Unloading Cost Cost GST (12%)Factor14.05 Total cost Add Lab Cess 1% Fnished rate

Carriage cost of Pucka / Surface road carriage cost unsurface road per km carriage cost katcha road per km

* Subjected to Verification of Lead * Subjected to Verification of Lead

Type of Road Rate Per Ton. Km by Tipper

For Surface Road 11.20

Unsurface Gravel Road 13.50

Kachha Road 27.20

Rail 163km CLASS150 316.10

Construction of JAN NAYAK KARPOORI THAKUR CHHATRAVAS AT SAMASTIPUR

FOUNDATION DETAIL DISCRIPTION

TRAPENZOID FOOTING DETAIL

VOLUME UP TO(h to h2)

formula=cxdxh+{(cd+ab)/3+(ad+bc)/6}h1+abh2

FOOTING NAME NOS. LENGTH HEIGHT Hmax REF

a b c d h h1 h2

VOLUME BASE REC. SURFACE AREA TOP REC. SURFACE AREA EXCAVATION ((c+.15)*(d+.15)*hmax)*nos. SAND FILLING ((c+.15)*(d+.15)*.1)*nos. SOLING ((c+.15)*(d+.15)*nos P.C.C ( SOLING *.10 0.045375 650 325

EXCAVATION 151.96 CUM

P.C.C. 6.61 CUM

SAND FILLING 8.26 CUM

SOLING 66.07 SQM

R.C.C. 18.70 CUM

SHUTTERING 25.18 SQM

BACK FILLING 113.44 CUM

Rein 150 kg/cum 2804 Kg

BBS of Stirrups

Column Size Cover Dia of bar Dia half Hooks 45° Band 90° Band 135° Band Length of Bar

COL.HEIGHT SPACING NO. OF BAR TOTAL LEMGTH OF BAR IN MM WT. OF STRRIUP IN KG TOTAL WT. OF STRRIUP IN KG

tutorialstipscivil.com

Description value Description Value

UG Pedestal Depth 1900 Cutting Length Of One Bar 5086

Footing Depth 350 Weight Of One Bar 4.520888889

Plinth Beam Depth 300 Steel Required for 1 Column 30.516

Floor Beam Depth 0 Steel Weight for 1 Column 27.12533333

No of Floor Beam 1 Steel Weight for 218 Column 5913.322667

Floor Height 2000

Parapet Wall Height 0 79

Footing Development Length 600

Footing Main Bar 12

Footing Distribution Bar 12

No of Bar in Column 6

BAR BENDING SCHEDULE OF FOOTING

INPUT DATA BEND DEDUCATION

Footing ID F 1 45 Degree 1 D

NO. Of item 182 90 Degree 2 D

Footing Size(mm) 1200 1200 135 Degree 3 D

Clear Cover(mm) 50 180 Degree 4 D

min. Depth(mm) 250

Reinforcement detail Dia.(mm) Spacing(mm)

x-Direction 12 150

y-Direction 12 150

S.NO DESCRIPTION SHAPE OF BAR NO. OF ITEMS DIA. OF BAR(mm) NO. OF BEND BEND DEDUCTION(2D) mm NO. OF BARS CUTTING LENGTH OF BAR(m) TOTAL LENGTH OF BAR(m) UNIT WT.(kg/m) TOTAL WT.(kg)

TOTAL (Kg) 5714

5% wastage 285.7

Gross Total (kg) 5999.7

BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA.

B.O.Q FOR EXTERNAL ELECTRICAL CABLING & DRAINAGE DISPOSAL SYSTEM AT SAINIK SCHOOL GOPALGANJ, BIHAR

Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.08.2023) for Electrical Works

Amount of B.O.Q. (In Rs.) :- 6,07,92,000.00 Amount of E.M.D. (In Rs.) :- ₹ 1,216,000.00

Cost of B.O.Q. (In Rs.) :- 10,000.00 Completion Period :- 15 Month

Sr No SOR NO. ITEM OF WORK Qty. Unit Rate Amount

1 2.6 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.

2.6.1 All kinds of soil. 2783.988 cum 314.90 876677.82

2 2.8 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed

2.8.1 All Kinds of soil 337.500 cum 360.70 121736.00

3 2.11 "Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.) 15.750 metre 126.20 1987.65

4 2.12 "Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.) 11.250 metre 316.60 3561.75

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 276.928 cum 287.30 79561.34

6 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 3089.370 sqm 283.30 875218.52

CEMENT CONRETE WORK & REINFORCED CEMENT CONCRETE WORK

7 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4(1 Cement :3 coarse sand:6 graded stone aggregate 20 mm nominal size) 135.000 cum 3998.10 539744.00

8 4.1.5 1:3:6(1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) 349.677 cum 3434.00 1200790.82

9 2.20 Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered).

10 2.20.1 Depth not exceeding 1.5 m. 5600.000 sqm 61.10 342160.00

11 2.21 Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered):

2.21.1 Depth not exceeding 1.5 m. 607.200 sqm 52.60 31938.72

12 2.17 Close timbering in case of shafts, wells, cesspits, mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered):

2.17.2 Depth exceeding 1.5 m but not exceeding 3 m 120.000 sqm 140.80 16896.00

13 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

14 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

15 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.2 With Sewer bricks conforming to IS : 4885 110.000 each 7948.10 874291.00

16 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.2 With Sewer bricks conforming to IS : 4885 49.500 metre 5757.40 284991.30

17 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

18 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.2 With Sewer bricks conforming to IS : 4885 12.000 each 18268.00 219216.00

19 19.11 Constructing brick masonry circular manhole 1.22 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand 1: 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

19.11.1.2 With Sewer bricks conforming to IS : 4885 8.000 each 13927.00 111416.00

20 19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m :

19.12.2 With Sewer bricks conforming to IS : 4885 12.000 metre 6390.10 76681.20

21 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

19.15.1 With 20x20 mm square bar 56.000 each 310.90 17410.40

22 19.21 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :

19.21.1 For pipes 100 to 250 mm diameter 40.000 each 375.90 15036.00

23 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10.000 each 3743.30 37433.00

24 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

19.30.1 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2.000 each 4266.80 8533.60

19.30.2 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3.000 each 5107.40 15322.20

19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5.000 each 5942.00 29710.00

25 19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete

26 18.26 Providing and laying flanged C.I. standard specials such as tees,bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :

27 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :

28 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :

29 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)M 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. Internal work - Exposed on wall

18.7.6 50 mm nominal outer dia Pipes 18.000 M 727.10 13088.00

30 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

18.72.17 200 mm dia Ductile Iron Class K-9 pipes 30.000 meter 2174.40 65232.00

18.72.18 250 mm dia Ductile Iron Class K-9 pipes 20.000 meter 3033.80 60676.00

31 18.73 Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329

18.73.2 200 mm dia Ductile Iron double flanged 3.000 meter 2855.40 8566.00

18.73.3 250 mm dia Ductile Iron double flanged 6.000 meter 4054.30 24326.00

32 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering ,finishing and reinforcement-All work up to plinth level

5.1.1 1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20mm nominal size) 348.324 cum 5961.10 2076394.00

33 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

34 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 343.400 sqm 211.60 72663.00

5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 1298.400 sqm 375.10 487030.00

5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform. 1047.530 sqm 437.50 458294.00

5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth beams, griders, bressumers and contilevers. 39.370 sqm 404.70 15933.04

5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts 28.800 sqm 494.40 14238.72

5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for.Weather shade,Chajjas, corbels etc. including edges 4.200 sqm 590.90 2481.78

35 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) 206.250 cum 4819.90 994104.38

36 6.45.2 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level 25.290 Sqm 700.80 17723.23

37 13.11 12 mm cement plaster

39 13.13.4 20 mm cement plaster of mix ; 1:6(1 cement: 6 coarse sand) 1250.000 sqm 192.10 240125.00

40 13.26 Neat Cement Punning 1250.000 sqm 40.50 50625.00

41 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 185.425 sqm 117.30 21750.35

42 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) 7.200 sqm 83.50 601.20

43 22.22 Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc.. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. 142.000 Kg 332.40 47200.80

44 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works 372.500 kg 114.60 42688.50

TOTAL-A 16274733.155

NON SCHEDULE ITEM

45 N.S > 50 Meter Submersible sewagepumps SPS158S/15HP - 1450RPM,6500 Lpm 1.000 Each 207200.00 207200.00

46 N.S Providing and installing 10 hp sump pump with all the required connections electricaland plumbing 1.000 each 100000.00 100,000.00

TOTAL-B 307200.00

L.T LINE CANTROL FEEDER PILLER PANEL-250A TPN

47 SOR 2.5.5 Providing and fixing 400amps capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 4.000 Each 19048.00 76192.00

48 SOR 2.4.2 Providing and fixing 125 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 24.000 Each 8676.00 208224.00

49 SOR 2.4.5 Providing and fixing 250 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 4.000 Each 18646.00 74584.00

50 SOR 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. 4.000 Each 1337.00 5348.00

51 SOR 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc asrequired. 4.000 Each 6536.00 26144.00

52 SOR 2319 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. 8.000 Each 298.00 2384.00

53 2318 SOR Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. 12.000 Each 091.00 1092.00

54 SOR 2.20 Providing and fixing M.V danger notice plate of 200mmx150mm made of mild steel at least 2mm thick, vitreius enameled white on both side and with inscription in singale red colour on front side in excluding cubical panel as required. 4.000 Each 214.00 856.00

55 SOR 2.20 Providing and fixing wall mounting iron sheet cubical feeder piller water proof panel board, fabricated with 16 SWG guage Iron sheet, sutable size for panel mounted disconnector, including, busbar chamer, insulator, nut-bolt and painting etc. with iron engal 16'' hight bess. as per require. size made 5'-0''x 4'-0''x12''=20 SQ. FT. 80.000 SQ. FT 2261.00 180880.00

L.T LINE CANTROL FEEDER PILLER PANEL-400A TPN

56 SOR 2.5.7 Providing and fixing 630amps capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 2.000 Each 38452.00 76904.00

57 SOR 2.4.7 Providing and fixing 400 A,50 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 2.000 Each 45651.00 91302.00

58 SOR 2.4.2 Providing and fixing 125 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 8.000 Each 8676.00 69408.00

59 SOR 2.4.5 Providing and fixing 250 A,36 KA, rating and breaking capacity and FP MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 8.000 Each 18646.00 149168.00

60 SOR 8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. 2.000 Each 1337.00 2674.00

61 SOR 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc asrequired. 2.000 Each 6536.00 13072.00

62 SOR 2319 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. 4.000 Each 298.00 1192.00

63 2318 SOR Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. 6.000 Each 091.00 546.00

64 SOR 2.20 Providing and fixing M.V danger notice plate of 200mmx150mm made of mild steel at least 2mm thick, vitreius enameled white on both side and with inscription in singale red colour on front side in excluding cubical panel as required. 2.000 Each 214.00 428.00

65 SOR 2.20 Providing and fixing wall mounting iron sheet cubical feeder piller water proof panel board, fabricated with 16 SWG guage Iron sheet, sutable size for panel mounted disconnector, including, busbar chamer, insulator, nut-bolt and painting etc. with iron engal 16'' hight bess. as per require. size made 5'-0''x 4'-0''x12''=20 SQ. FT. 40.000 SQ. FT 2261.00 90440.00

SUPPLY & MAKING OF EARTHPITS

66 S.O.R 3.13 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth inspection pit etc. as required. OR Supply, Fixing & Hole cutting in earth as per drawing of (CU) (600mm X 300mm X 3mm) plate electrode earth, all complete as per specifications and drawings attached.(1No. EARTH for UPS Main nutral only.) -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pit. -Coution Note -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pitand TESTING shall be carried out in front of Officials / Consultant. 30.000 Each 16675.00 500250.00

67 SOR 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 1260.000 Metre 144.00 181440.00

SUPPLY & LAYING MAIN & SUBMAIN OF CABLE )

68 SOR 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

7.7.15 240sq. mm, 3.5 core (Main panel 250A sub main Fideer) 3400.000 Metre 2228.00 7575200.00

7.7.17 400 sq. mm, 3.5core(Main panel 400A sub main Fideer) 1200.000 Metre 3497.00 4196400.00

7.7.14 185 sq. mm, 3.5 core(Sub-main fideer panel to building panel) 1260.000 Metre 1763.00 2221380.00

7.7.12 120 sq. mm, 3.5 core(Sub-main fideer panel to Qtr. panel) Fideer) 900.000 Metre 1186.00 1067400.00

7.7.7 25 sq. mm, 3.5 core (In coming cable for street light control panel) 400.000 Metre 346.00 138400.00

69 SOR 7.1 Laying of one number PVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

7.1.3 Above 95 sq. mm and upto 185 sq. mm 2260.000 Metre 2854.97 6452225.42

7.1.4 Above 185 sq. mm and upto 400 sq. mm 5000.000 Metre 2854.97 14274835.00

70 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

Excavation work For Cabel line 270.000 Cum 360.70 97389.00

71 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

filling work For Cabel line 60.000 Cum 123.90 7434.00

72 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

19.30.2.1 Inside size 500x700 mm and 45 cm deep With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 20.000 Each 5107.00 102140.00

73 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

TOTAL-C 39204406.42

74 Carriage of Materials

c Coarse Sand 334.629 cum 2908.210 973,171.40

d Local Sand 307.846 cum 316.330 97,380.93

75 Difference cost of Materials

TOTAL-D 3821531.62

76 Add seigniorage Charge

a Earth for making Bricks 101.093 per 1000 5128.000 518,404.90

b Stone Chips 20 mm 558.151 cum 595.360 332,300.93

c Stone Chips 10 mm 186.771 cum 657.910 122,878.19

d Coarse Sand 334.629 cum 175.800 58,827.78

e Local Sand 307.846 cum 141.850 43,667.96

77 Seigniorage Charge 10% of cost of minor mining materials of Total (X) 107,607.98

Total (E) 107,607.98

ADD TOTAL ( A ) + TOTAL ( C ) TOTAL ( F ) 20096264.77

Multiplying factor 1.0536 for 18% GST (instead of 12% GST as per BCD Analysis 2022) ON ITEM @ TOTAL ( F ) TOTAL ( G ) 21173424.57

ADD TOTAL ( B + C + E ) TOTAL ( H ) 39619214.40

ADD TOTAL (G) + TOTAL (H) SUB TOTAL ( J ) 60792000.00

Analysis for Carriage by Rail & Road For Proposed Market Bazar Samiti, SUPAUL

Sl No Item with Source Unit Source Up to Carriage Cost & Lead in Km as per BCD effective 1-01-2022 Loading & Unloading Cost Rate per Tonne in Rs (Wagon Load) 15% Busy Season Surcharge 5% Development Surcharge Terminal charges Rs 50 per terminal C.P 10% O.H 12% Total GST 12% (Facor-14.05) Total cost Add Lab Cess 1% Finished rate

Carriage cost of Pucka / Surface road carriage cost unsurface road per km carriage cost katcha road per km

1 Stone Metal Gr-I & Gr-II Cum Pakur 8.00 x 8.40 x 46.00 Km = Rs 673.46 8.00 x 0.00 x 46.00 Km = Rs 0.00 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 1366.50 #REF! #REF! #REF!

L a b=ax15% c=(a+b)x5% d f=(a+b+c+d+ x 15% f j=h+f

2 Stone Metal Gr-III / GSB Cum Pakur 8.00 x 8.40 x 46.00 Km = Rs 619.48 8.00 x 9.90 x 46.00 Km = Rs 730.10 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 232.00 #REF! #REF! #REF!

3 Stone Aggregate / Chips Cum Kodarma 8.00 x 8.40 x 46.00 Km = Rs 619.48 8.00 x 9.90 x 46.00 Km = Rs 730.10 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 231.30 #REF! #REF! #REF!

4 Stone Boulder Cum Manpur(Gaya) 8.00 x 8.40 x 46.00 Km = Rs 644.00 8.00 x 9.90 x 46.00 Km = Rs 759.00 8.00 x 20.30 x 0.00 Km = Rs 0.00 89.90 236.00 #REF! #REF! #REF!

1 Stone chips (By Rail & Road) Cum Quarry to Pakur Railway yard 8.00 x 11.20 x 8.00 Km = Rs 143.36 8.00 x 13.50 x 0.00 Km = Rs 0.00 8.00 x 27.20 x 4.00 Km = Rs 174.08 195.10 a b=ax15% c=(a+b)x5% d e=(a+b+c+d)x10% f=(a+b+c+d)x12% 512.54 Rs 1543.94 15.44 1559.38

Pakur Railway station to Katihar rly yard 195.10 316.10 47.42 15.81 0.00 0.00 0.00 574.42

Cost of Haulage Excluding Loading & Unloading as per SOR * Subjected to Verification of Lead * Subjected to Verification of Lead

Type of Road ` Per Ton. Km by Tipper

For Surface Road 8.40

Unsurface Gravel Road 10.10

Kachha Road 20.30

Analysis for Carriage by Road For Industrial area Fatuha

Sl No Item with Source Unit Source Up to Carriage Cost & Lead in Km as per sor effective 01-01-2022 Loading & Unloading Cost Cost GST (12%)Factor14.05 Total cost Add Lab Cess 1% Fnished rate

Carriage cost of Pucka / Surface road carriage cost unsurface road per km carriage cost katcha road per km

* Subjected to Verification of Lead * Subjected to Verification of Lead

Type of Road Rate Per Ton. Km by Tipper

For Surface Road 11.20

Unsurface Gravel Road 13.50

Kachha Road 27.20

Rail 163km CLASS150 316.10