NIT No:-04/PR/BSPTCL/2026-04

Bill Of Quantity

Tender Notice No.- 04/PR/BSPTCL/2026-Sl. No.-04

Name of Work Construction of RCC cut off wall, retaining wall, drainage system and R&M of CRB at 132/33 KV GSS Chapra.

Estimated Cost Rs. 2,72,08,760/-

Sl. No. Descriptions Quantity Unit Unit Rate(In Rs.)

1 Demolishing cement concrete including disposal ofmaterial within 50 metre lead:1:4:8 or leaner mix 1.51 cum 620.57

2 Earthwork in excavation in foundation trenches or drains(notexceeding1.5 min width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m 1930.31 cum 373.19

3 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 7.20 cum 128.19

4 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).300 mm dia piles 1478.25 M 933.86

5 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) 405.00 each 196.79

6 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 66.30 cum 297.25

7 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 169.91 sqm 293.11

8 Providing designation 100A one brick one edge soling joints filled with local sand including cost of watering, taxes, royalty allcompleteas per building specification and direction of E/l, 400.01 sqm 460.21

9 Providing and layingin position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1Cement :1.5coarse and:3 graded stone aggregate 20mm 40.00 cum 4573.91

10 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level( 1:4:8) 36.35 cum 3078.24

11 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1Cement:2coarse sand:4 graded stoneaggregate 40mm nominal size) 5.48 cum 4013.76

12 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1.3.6(1 Cement :3 coarse sand :6 graded stone agregate 40 mmnominal size) 25.61 cum 3552.93

13 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 558.55 cum 4850.67

14 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 117.00 cum 5866.37

15 Brick work with brick of class designation 100A in foundation & plinth in cement mortar 1:6 496.00 cum 4986.83

16 Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 4959.31 sqm 146.4

17 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand) 1110.55 sqm 168.44

18 Neat cement punning 1281.75 sqm 41.9

19 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. Size of Tile 60x60 cm 400.01 sqm 1695.56

20 Tile work in skirting, risers of steps and dado(upto 2m height) over 12 mm thick bed of cement mortar 1:3(1 cement;3 coarse sand) and jointed with grey cement slurry© 3.3 kg/sqm including pointing in .white cement mixed with pigment of matching shade complete.Marble tiles (polished) Raj nagar 8 mm thick 36.66 sqm 1585.68

21 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement :4 fine Sand) 233.34 sqm 245.42

22 Centring and shuttering including strutting,propping etc. and removal or form work for Foundations, footings, bases of columns etc. for mass concrete. 129.78 sqm 218.93

23 Centring and shuttering including strutting,propping etc. and removal or form work for Columns,Pillars, Piers, Abutments, Posts and Struts 3403.70 sqm 511.52

24 Centring and shuttering including strutting,propping etc. and removal or form work for lintels, beam, plinth beam, girders,and cantilever 771.80 sqm 418.72

25 Centring and shuttering including strutting,propping etc. and removal or form work for Wall (any thickness) including strutting etc and removal of form work 625.92 sqm 388.09

26 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-8mm dia. 13158.97 kg 97.77

27 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. 33741.29 kg 95.81

28 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500 - 12mm dia. 31814.04 kg 93.94

29 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500 - 16mm dia. 3240.03 kg 94.88

30 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500 - 20mm dia. 44.46 kg 94.88

31 Foundation Bolt 0.165 MT 192313.27

32 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.Fixed to openings/ wooden frames with rawl plugs screws etc 1006.07 kg 166.68

33 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 150.25 kg 462.69

34 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side 7.50 sqm 870.13

35 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm) 30.50 sqm 837.33

36 Supplying and fixing of MS Angle ( 50 X 50 X 6 ) mm in proper shape is required as per direction of E/I 2406.80 kg 77.65

37 Galvanised steel barbed wire 818.69 kg 76.13

38 Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l. 2632.00 nos. 9.31

39 Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l. 329.00 nos. 29.18

40 Removing dry or oil bound distemper by scrapping, sand paper and preparing the surface smooth including necessary repari scratches tec. Cmplete. 1151.99 sqm 10.04

41 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1531.87 sqm 109.05

42 Distempering with oil bound washable diste-mper of approved brand and manufacture to give an even shade. New work (two or more coats ) over and including priming coat with cement primer 1151.99 sqm 105.84

43 Applying one coat of cement primer of approved brand and manufacture on wall surface:cement primer 4754.59 sqm 40.04

44 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats) 4754.59 sqm 84.01

45 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel work (second coat) 41.56 sqm 19.97

46 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) 131.81 sqm 86.39

47 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:old wood work (two or more coats) 47.71 sqm 55.97

48 Providing and fixing wooden fitting sliding door bolt 6.00 nos. 217.38

49 Providing and fixing wooden fitting towel bolt 12.00 nos. 382.19

50 Providing and fixing wooden fitting Brass handle 12.00 nos. 209.1

51 Providing and fixing wooden fitting floor door stopper 6.00 nos. 237.55

52 Providing and fixing wooden fitting PVC Rain water pipe 110 mm 20.00 M 266.42

53 Providing and fixing wooden fitting PVC bend 110 mm 14.00 nos. 136.57

54 Providing and fixing wooden fitting Bib cock 6.00 nos. 449.24

55 providing and fixing water closet squatting pan(Indian type W.C.pan ) with 100mm sand cast Iron PorStrap,10 litrelow fixtures complete, including cutting andmaking good thewalls andlevel whiteP.V.C. flushingcistern, including flush pipe,with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1.00 nos. 4625.74

56 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 apair of 15 mm C.P. brass pillar taps 2.00 nos. 2860.14

57 Labour cost for site cleaning before and after work & removing G.I. fencing 104.00 nos. 592.46

58 Labour for fitting and fixing barbed wire fencing in six row horizontal upto height 1.85 m and two diagonals including fixing of post in cement concreate at 2.5m centres including cost of staples all complete as per E/I 624.00 M 77.18

59 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 624.00 M 282.04

60 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material minimum 3km from the GSS. 354.60 cum 852.23

61 Carriage cost of materials

(i) Coarse Sand(25Km) 646.66 cum 766.45

(ii) Stone chips(192km) 755.516 cum 4333.08

(iii) Bricks(1+7 km) 310.06 thousand 1176.52

(iv) Local sand 69.52 cum 327.1

(v) Extra cost of cement 9013.00 bags 8.86

62 supply of 5.5 HP submersible pump for dewatering 3.00 nos. 59500

Rate are inclusive of GST @ 18% for the above items

Name of the Contractor

Address of the Contractor

I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate as mentioned in the Bill of quantity. In fig

63 Seigneorage fee

Item Qty Unit Rate(Rs.)

(i) sand 646.66 cum 17.58

(ii) Stone 755.52 cum 59.536

(iii) Local sand 69.62 cum 14.185

Note:-The rate for seigneorage fee calculation shall be firm and shall not be affected by the percentage rate(Below/Above) quaoted for BOQ.