NAGAR PANCHYAT CHEWADA KE WARD NO-02 ME KAMESHWAR PRASAD KE BATHAN SE UMESH PSWAN KE GHAR HOTE HUE SHARWAN PASWAN,CHALITRA PASWAN HOTE HUE AJAY YADAV KE GHAR TAK PCC PATH EVAM DRAIN NIRMAN KARYA (PUNARNIVIDA)

GOVERNMENT OF BIHAR

NAGAR PARISHAD BIKRAMGANJ

Name of Work :- DETAIL ESTIMATE FOR CONSTRUCTION OF BOUNDRY WALL, INTERNAL ROAD, SECURITY, ADMIN OFFICE AT DUMPSITE NAGAR PARISHAD BIKRAMGANJ, UNDER ROHTAS DISTRICT FOR YEAR 2024-25

Estimated Cost : Rs. 1,10,10,000.00

Executive Officer

NAGAR PARISAD VIKRAMGANJ

DETAIL ESTIMATE FOR CONSTRUCTION OF BOUNDRY WALL, INTERNAL ROAD, SECURITY, ADMIN OFFICE AT DUMPSITE NAGAR PARISHAD BIKRAMGANJ, ROHTAS(BIHAR)

ABSTRACT OF COST

SL.NO. ITEM AMOUNT

2 INTERNAL ROAD

7 BORING WORK 312403

B CONTINGENCY 1%

C SIGN BOARD & PHOTOGRAPHY 7500

GRAND TOTAL (A+B+C)

( ONE CRORE TEN LAKHS AND TEN THOUSAND RUPEES ONLY)

DETAIL ESTIMATE FOR ADMIN OFFICE

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.NO. ITEM NO. DESCRIPTION QUANTITY RATE UNIT AMOUNT

NOS LENGTH WIDTH HEIGHT TOTAL

1 2.33 Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. 357.2 100SQM

2 A Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 178.3 METRE

20.3A.1 25 cm dia piles

B 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l) 190.2 EACH

3 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. 360.7 CUM

PILE CAP 18 3 3 2.5

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 287.3 CUM

PILE CAP 18 3 3 0.5

GRADE BEAM 2 32.5 0.83 0.5

VERRANDAH 1 20 8 0.5

TOILET 2 4.75 6 0.5

DEDUCTION 18 π/4 (10")2 6"

TOTAL CFT AFTER DEDUCT

5 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 283.3 SQM

PILE CAP 18 3 3

GRADE BEAM 2 32.5 0.83

VERRANDAH 1 20 8

TOILET 2 4.75 6

DEDUCTION 18 π/4 (10")2

TOTAL CFT AFTER DEDUCT

6 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 4420.8 CUM

1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

PILE CAP 18 3 3 0.33

VERRANDAH 1 20 8 0.25

TOILET 2 4.75 6 0.25

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 4688.3 CUM

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

PILE CAP 18 3 3 1.5

8 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. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 5670 CUM

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

STILLINE 18 0.785 12

GRADE BEAM 1 157.5 0.83 1.25

DEDUCTION 18 0.83 0.83 1.25

9 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 ). 5017.9 CUM

10 6.1.12/1 +6.3A Brick work with bricks of class designation 100A in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V cum. 5860.1 CUM

WINDOW 6 3.5 0.83 4

11 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) 5335.9 CUM

CHHAJJA 5 4.5 2 0.21

ROOF SLAB 1 33.5 23.5 0.41

12 5.9 BCD SOR Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 211.6 SQM

PILE CAP 18 4 3 1.5

BAND P.C 2 157.5 0.5

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 404.7 SQM

LINTEL 2 157.5 0.5

BOTTOM 2 1 20 0.83

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

5.9.3 Suspended floors, roofs, landings, balcnies and access platform. 437.5 SQM

ROOF SLAB :- 1 33.5 23.5

CHHAJJA 5 4.5 2

13 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 92.6 KG

Thermo-Mechanically Treated bars TMTC-500-10mm dia.

ITEM NO:- ( 7+8+11)

@ 100kg/CUM.taken vide item no ( 7+8+11)

14 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 174.6 EACH

15 10.5.2 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer 3467.9 SQM

16 9.48.1 Providing and fixing M.S. grills 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. 144.5 KG

Fixed to steel windows by welding

TOTAL @ 28KG/SQM 28 7.81

17 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 125.6 SQM

VERRANDAH 1 20 8

TOILET 2 6 4.75

18 13.11.2 Cement plaster in course sand 152.9 SQM

12 mm cement plaster of mix:

1:4(1 cement :4 coarse sand)

VERRANDAH 2 28 10.5

TOILET 4 10.75 10.5

B- OUTSIDE 2 55 13

TOTAL AREA AFTER DEDUCT

19 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. 1638.8 SQM

Size of Tile 60x60 cm

VERRANDAH 1 20 8

TOILET 2 6 4.75

20 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. 795 SQM

TOILET 2 21.5 7

SCARTING 2 32 0.5

DEDUCT DOOR 2 2.5 7

21 13.81.3 Applying priming coat: 118.1 SQM

With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works

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)

AREA VIDE BOTH SIDE (ITEM NO 15+16)

22 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 81.2 SQM

New work (three or more coats)

AREA VIDE B.F( ITEM NO 17+18)

LESS ITEM NO 20 TILES AREA

23 13.17.2 +13.36.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 199.4 SQM

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

12 mm cement plaster 1:4(1 cement :4 sand)

OVER ROOF SLAB 1 36.5 23.5

24 2.25(A) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 411.7 CUM

FLOOR HALL 1 20 12 2.5

TOILET 2 4.75 6 2.5

25 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings andfloors wherever required : 2 4470.9 EACH

26 17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 2 6469 EACH

27 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 2 2764.4 EACH

28 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15 mm nominal bore 2 500.4 EACH

29 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 4 434.2 EACH

30 18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, 2 106.1 EACH

31 18.10.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore 20 227.7 M

20 mm dia nominal bore 20 289.5 M

32 18.11.1 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore 20 318.9 M

33 18.11.2 20 mm dia nominal bore 20 374 M

34 18.46.1 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore 4 158.8 EACH

18.46.2 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore 4 185.6 EACH

35 18.76.1 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks 5 198.5 EACH

36 18.78 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 85.4 M

37 CARRIAGE OF MATERIAL

A CEMENT AND STEEL- 492.8 MT

B BRICKS- 1360.6 /1000

C COARSE SAND- 938.1 CUM

D LOCAL SAND - 442.9 CUM

E STONE CHIPS- 2721.9 CUM

Add Difference Cost:-

A BRICKS- 279.29 /1000

B CEMENT- 270.26 MT

CIVIL WORK COST

Providing 18% GST in place of 12% GST-1436289 of 5.36%-

Seigniorage fee(10%)

A Local sand 25.08 M³

B Coarse sand 25.08 M³

C Stone chips 80.79 M³

D Brick 510.5 no.%0

ELECTRICAL WORKS

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. ELECTRICAL OF BUILDING CONSTRUCTION DEPARTEMENT -2018, GOVT. OF BIHAR .

S.N SOR Description of Items Unit Qty. Rate. (Rs.) Amount

38 1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

1.3.1 Group A Points 15 513

39 1.4 Wiring for twin control light point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box etc as required. pt 5 755

40 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. pt 2 200

41 1.6 Wiring for light/ power plug plug with 4 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 2 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. pt 2 335

42 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire m 50 130

1.7.5 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire m 20 382

43 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Each 1 413

44 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 18 46

45 2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.

2.1.2 32 Amp, double pole Each 2 1153

46 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 2 2388

2.12.1 6/32 amps, Single pole Each 1 192

2.15.1 40 Amps Each 2 355

47 2.5 Providing and fixing following 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.

2.5.1 63 Amps Each 1 3861

2.5.2 100 Amps Each 1 3684

48 3.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal/ coke and salt ) as required. SET 1 3196

49 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.34 15 watt LED lamp Each 10 302

50 5.12.3 Supplying and fixing following Retrofit CFL type street light fitting with sheet aluminium housing, clear acrylic cover and all accessories including Retrofit CFL lamp etc. on pole/building includingconnection with FR PVC insulated copper conductor cable and earthing the body etc. as required. With 85 watt Retofit CFL lamp Each 10 1902

51 1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.

1.23.1 5/6 AMP SWITCH Each 12 39

1.23.4 3 pin, 5/6 amps socket outlet Each 2 52

1.23.5 6 pin, 15/16 amps socket outlet Each 2 91

52 7.2.2 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Each 6 116

53 7.1.2 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. Each 3 151

54 7.1.3 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 Each 3 157

Above 95 sq. mm and upto 185 sq. mm

55 2.30.1 Supplying and fixing following rating and pole, 240/415 volts, MCB type changeover in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps, 2 pole Each 3 1157

56 8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 7 1618

ELECTRICAL WORK TOTAL-B

SUB TOTAL (A+B)

Material Statement of Admin Office

Sl. No. Item Of Work Quantity Unit Cement in M.T Local Sand in M3 Coarse Sand in M3 Stone Chips M3 Bricks in Nos

1 Local Sand Filling M3

2 B/F soling M2

7 Brick Work M3

10 TILES WORK M2

BOQ FOR TH CONSTRUCTION OF KAMESWAR PASWAN KE BATHAN TO UMESH PASWAN HOUSE SEVE PASWAN PFTRH PASWAN HOTE HUE AJAY YADAV HOUSE TAK P.C.C ROAD AND DRAIN (In Ward No-2)

S.NO. ITEM NO. QUANTITY RATE UNIT AMOUNT

NOS LENGTH WIDTH HEIGHT TOTAL

1 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.. 38.6 360.7 CUM

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 4.91 287.3 CUM

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 38.6 283.3 SQM

4 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m 420.82 1355.4 SQM

5 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 7.1 5017.9 CUM

6 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:1.5:3(1 Cement1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 120.03 4420.8 CUM

7 5.2.2 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircasees and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement - all work upto plinth level. 6.07 5670 CUM

8 15.58A Demolising RCC work 0 1397.8 CUM

9 15.58A Demolising of PCC WORK 0 1397.8 CUM

10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 70.3 182 SQM

11 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @70kg/cum) 475.32 92.6 KG

13 CARRIAGE OF MATERIAL

C COARSE SAND- 81.08 1143.38 CUM

D LOCAL SAND - 5.78 336.17 CUM

E STONE CHIPS- 120 493.08 CUM

14 Add Extra Cost of material:-

A BRICKS- 365.45 /1000

B CEMENT- 51.96 18.55 MT

15 Seigniorage fee(10%)

A Local sand 141.85 M³

B Coarse sand 175.8 M³

C Stone chips 556.33 M³

D Brick 5285 no.%0

SIGN BOARD AND PHOTO 3500

Material Statement of Security Room

Sl. No. Item Of Work Quantity Unit Cement in M.T Local Sand in M3 Coarse Sand in M3 Stone Chips M3 Bricks in Nos

1 Local Sand Filling M3

2 B/F soling M2

7 Brick Work M3

10 TILES WORK M2

DETAIL ESTIMATE FOR BOUNDRY WALL

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.NO. ITEM NO. DESCRIPTION QUANTITY RATE UNIT AMOUNT

NOS LENGTH WIDTH HEIGHT TOTAL

1 A Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 178.3 METRE

20.3A.1 25 cm dia piles

B 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l) 190.2 EACH

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. 360.7 CUM

PILE CAP 177 3 3 2.5

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 287.3 CUM

PILE CAP 177 3 3 0.25

GRADE BEAM 1 1918 0.83 0.25

DEDUCTION 177 π/4 (10")2 6"

PILLING 177 0.25

TOTAL CFT AFTER DEDUCT

4 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 283.3 SQM

PILE CAP 177 3 3

GRADE BEAM 1 1918 0.83

DEDUCTION 177 π/4 (10")2

TOTAL SFT AFTER DEDUCT

5 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. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 5670 CUM

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

PILING BELOW G.L 177 0.785 10

GRADE BEAM 1 1918 0.83 0.83

6 6.1.12/1 +6.3A Brick work with bricks of class designation 100A in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V cum. 5860.1 CUM

7 5.9 BCD SOR Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 211.6 SQM

PILE CAP 177 4 3 1.5

K.P BEAM 2 1918 0.83

BAND P.C 2 1918 0.33

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

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 92.6 KG

Thermo-Mechanically Treated bars TMTC-500-10mm dia.

@ 100kg/CUM.taken vide item no (8)

9 9.48.1 Providing and fixing M.S. grills 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. 144.5 KG

Fixed to steel windows by welding

MAIN GATE 1 20.83 8

TOTAL @ 35KG/SQM 35

10 13.11.2 Cement plaster in course sand 152.9 SQM

12 mm cement plaster of mix:

1:4(1 cement :4 coarse sand)

MAIN GATE 1 20.83 8

TOTAL AREA AFTER DEDUCT

11 13.81.3 Applying priming coat: 118.1 SQM

With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works

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)

AREA VIDE BOTH SIDE (ITEM NO 9)

12 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 81.2 SQM

New work (three or more coats)

AREA VIDE B.F( ITEM NO 10)

13 CARRIAGE OF MATERIAL

A CEMENT AND STEEL- 492.8 MT

B BRICKS- 1360.6 /1000

C COARSE SAND- 938.1 CUM

D LOCAL SAND - 442.9 CUM

E STONE CHIPS- 2721.9 CUM

Add Difference Cost:-

A BRICKS- 279.29 /1000

B CEMENT- 270.26 MT

CIVIL WORK COST

Providing 18% GST in place of 12% GST-5684910 of 5.36%-

Seigniorage fee(10%)

A Local sand 25.08 M³

B Coarse sand 25.08 M³

C Stone chips 80.79 M³

D Brick 510.5 no.%0

Material Statement of Boundry wall

Sl. No. Item Of Work Quantity Unit Cement in M.T Local Sand in M3 Coarse Sand in M3 Stone Chips M3 Bricks in Nos

1 Local Sand Filling M3

2 B/F soling M2

4 Brick Work M3

DETAIL ESTIMATE FOR INTERNAL ROAD

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.NO. ITEM NO. DESCRIPTION QUANTITY RATE UNIT AMOUNT

NOS LENGTH WIDTH HEIGHT TOTAL

1 2.25(A) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 411.7 CUM

INNER ROAD 950 13 AVERAGE 1.5

MAIN ROAD 35 21 AVERAGE 1.5

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 287.3 CUM

INNER ROAD 950 12 0.25

MAIN ROAD 35 20 0.25

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 283.3 SQM

INNER ROAD 950 12

MAIN ROAD 35 20

4 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 4420.8 CUM

1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

INNER ROAD 950 12 0.66

MAIN ROAD 35 20 0.66

5 5.9 BCD SOR Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 211.6 SQM

INNER ROAD 2 950 0.66

MAIN ROAD 2 35 0.66

6 CARRIAGE OF MATERIAL

A CEMENT 492.8 MT

B BRICKS- 1360.6 /1000

C COARSE SAND- 938.1 CUM

D LOCAL SAND - 442.9 CUM

E STONE CHIPS- 2721.9 CUM

Add Difference Cost:-

A BRICKS- 279.29 /1000

B CEMENT- 270.26 MT

CIVIL WORK COST

Providing 18% GST in place of 12% GST- 2375572 of 5.36%-

Seigniorage fee(10%)

A Local sand 25.08 M³

B Coarse sand 25.08 M³

C Stone chips 80.79 M³

D Brick 510.5 no.%0

Material Statement of Internal Road

Sl. No. Item Of Work Quantity Unit Cement in M.T Local Sand in M3 Coarse Sand in M3 Stone Chips M3 Bricks in Nos

1 Local Sand Filling M3

2 B/F soling M2

DETAIL ESTIMATE FOR SEPTIC TANK OF ADMIN OFFICE

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.NO. ITEM NO. DESCRIPTION QUANTITY RATE UNIT AMOUNT

1 2.8.1 BCD SOR Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming ofbottoms, 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. 21.24 360.7 CUM

2 2.28 BCD SOR Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.7 287.3 CUM

3 11.72 BCD SOR 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, 6.99 283.3 SQM

12.5'X6'=75SQF(6.99SQM)

4 5.1.3 BCD SOR Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work upto plinth level.1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size). 4232.4 CUM

QTY SAME ITEM NO :- 2

5 6.1.12/1 BCD SOR Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V cum. 7.43 5017.9 CUM

6 5.9.3 BCD SOR Suspended floors, roofs, landings, balcnies and access platform 4.92 437.5 SQM

7 5.1.2 BCD SOR Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work upto plinth level.1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20 rr,m nominal size) 4688.3 SQM

QTY SAME ITEM NO :- 2

8 5.22.1F BCD SOR Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 150 96.7 KG

Mild steel 10.0 mm dia

2 X QTY SAME ITEM NO :- 7(2X0.7SQM=15SFT)

9 13.17.2 BCD SOR 12 mm cement plaster 1:4( 1 cement:4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 46.65 192.2 SQM

2X6X10=120SFT(11.15SQM)

6X10=60SFT(5.58SQM)

2X6X6=72SFT(6.69SQM)

10 CARRIAGE OF MATERIAL

A CEMENT AND STEEL- 492.8 MT

B BRICKS- 1360.6 /1000

C COARSE SAND 938.1 CUM

D LOCAL SAND 442.9 CUM

E STONE CHIPS- 2721.9 CUM

F DISPOSAL OF EXCAVATED EARTH 314.39 CUM

Add Difference Cost:-

A BRICKS- 279.29 /1000

B CEMENT- 270.26 MT

Providing 18% GST in place of 12% GST- 100279 of 5.36%-

11 Seigniorage fee:-

(A).Local sand 25.08 M³

(B).Coarse sand 25.08 M³

(C).Stone chips 80.79 M³

(D).Brick 510.5 no.%0

Material Statement of Septic Tank of Admin Office

Sl. No. Item Of Work Quantity Unit Cement in M.T Local Sand in M3 Coarse Sand in M3 Stone Chips M3 Bricks in Nos Steel in M.T

1 Local Sand Filling 0.7 M3

2 B/F soling 6.99 M2

5 Brick Work 7.43 M3

DETAIL ESTIMATE FOR SOAK PIT OF ADMIN OFFICE

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR

S.No Item No Description Quantity Rate Unit Amount

1 20.3A.1 BCD SOR Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr, Lead in eluding all lifts, all complete as per approved disign and direction of E/I Details of cost for 4 piles of 4 m= 16 mtrs depth) 5 178.3 m

2 2.8.1 BCD SOR 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. 3.14x(0.75m)2x1.50m 2.65 360.7 CUM

3 6.1.12/1 BCD SOR Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand ). 2X3.14x{(0.75)-(0.5)}x1.50 0.85 5017.9 CUM

4 5.1.2 BCD SOR 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 aggregate20 mm nominal size). 0.785x(0.75)2mx0.25 0.45 4688.3 CUM

5 5.22.1F BCD SOR Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. 0.45/cum@ 70 kg/cum 31.5 96.7 kg

6 5.9.1 BCD SOR Centring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. 0.785x2x2=3.14 3.14x2x0.15 4.082 211.6 sqm

7 24.3.2 BCD SOR Providing and laying PVC pipe 110mm dia 3m 3 660.1 meter

8 LS Providing and fitting PVC 110mm dia T-1 No. @ LS 300 each 1 350 each

9 LS Providing and fitting PVC 110mm dia - Bend 1 No. LS 250 each 1 300 each

10 CARRIAGE OF MATERIAL

A CEMENT AND STEEL- 482.8 MT

B BRICKS- 1360.6 /1000

C COARSE SAND 938.1 CUM

D LOCAL SAND 442.9 CUM

E STONE CHIPS- 2721.9 CUM

F DISPOSAL OF EXCAVATED EARTH 314.39 CUM

Add Difference Cost:-

A BRICKS- 279.29 /1000

B CEMENT- 270.26 MT

Providing 18% GST in place of 12% GST- 18014 of 5.36%-

11 Seigniorage fee:-

(A).Local sand 25.08 M³

(B).Coarse sand 25.08 M³

(C).Stone chips 80.79 M³

(D).Brick 510.5 no.%0

Material Statement of soak pit of Admin Office

Sl. No. Item Of Work Quantity Unit Cement in M.T Local Sand in M3 Coarse Sand in M3 Stone Chips M3 Bricks in Nos Steel in M.T

2 Brick Work M3

DETAIL ESTIMATE FOR BORING NEAR DUMPSITE

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.N SOR Description of Items Unit Qty. Rate. (Rs.) Amount

1 24.1.1.1 BCD SOR Boring/drilling bore well of required dia for casing/ strainer pipe,by suitable method prescribed in IS: 2800 (part I), includingcollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. M 90 486.8

2 24.2.1.1 BCD SOR Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia M 17 567.9

3 24.3.2 BCD SOR Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia M 89 660.1

4 24.4.2 BCD SOR Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia M 18 673.5

5 L.S Supplynig Bentonite powder all complete job KG 600 3.25

6 24.8 BCD SOR Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. CUM 3.72 1341.2

7 24.12 BCD SOR Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. HOUR 24 916.8

8 24.13.2 BCD SOR Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia EACH 1 210.7

9 24.14.2 BCD SOR Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp EACH 1 1531.4

10 24.15.2 BCD SOR Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia EACH 1 281.8

11 L.S Hire Charges with labour charges of following material (i) 1500 dia Centre Guide NOS 10 420

12 L.S Transportation of drilling plants, developing equipment & all required tools day Per day 5 1392

13 L.S Supplying all materials & labours for arrangment for additional water required tank per tank 1 5000

14 L.S Providing and fixing 1 H.P sumersible pump with starter, pannel, cable clamp wall cover etc do all complete job. All complete job as per approved design/drawing, technical specifications and relavent causes of building specification and direction of Engineer-in-charge NOS 1 18700

15 18.10.2 & 18.10.3 BCD SOR Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

15 mm dia nominal bore M 18.3 227.7

20 mm dia nominal bore M 12.2 289.5

25 mm dia nominal bore M 48.8 399.9

40 mm dia nominal bore M 42.7 589.2

16 18.13.1 BCD SOR Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore NOS 2 446.7

17 18.19.3 BCD SOR Providing and fixing gun metal non- return valve of approved quality (screwed end) :

18.19.3.1 40 mm nominal bore Horizontal NOS 1 815

18.19.3.2 40 mm nominal bore Vertical NOS 1 1049

18 18.47 BCD SOR Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :

18.47.1 15 mm nominal bore EACH 6 372.5

18.47.2 20 mm nominal bore EACH 8 399.3

18.47.3 25 mm nominal bore EACH 4 479.6

18.47.5 40 mm nominal bore EACH 3 633.4

19 18.11 BCD SOR Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15 mm dia nominal bore M 18.3 318.9

18.11.2 20 mm dia nominal bore M 30.5 374

20 18.49 BCD SOR Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : EACH 8 434.2

21 18.48 BCD SOR 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. Ltr 1000 9.7

22 18.75.3 BCD SOR Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.

25mm nominal bore, weighing not less than 62 gms EACH 12 100.6

23 18.62.5 BCD SOR Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.

50 mm nominal bore, 242mm long, weighing not less than 1240 gms EACH 4 1188.6

24 18.76.1 BCD SOR Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks EACH 8 217.1

25 18.77 BCD SOR Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. EACH 8 217.1

26 18.78 BCD SOR Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. (RFT 28FEET) M 8.537 85.4

27 18.79 BCD SOR Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba. M 12 115.7

Providing 18% GST in place of 12% GST- 296510 of 5.36%