Construction of Sports Hall in Government Arts College building at Naswadi Ta. Naswadi Dist. Chhotaudepur

Name of Work :- Construction of Sports Hall in Government Arts College building

at Naswadi Ta. Naswadi Dist. Chhotaudepur

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

1 Excavation for foundation upto 1.50 mt depth including sorting out and 181.00 Cum 117.08

stacking of useful materials and disposing the excavated stuff for all lead and

lift for all sorts of soil.

2 Excavation for foundation for depth from 1.50 mt. to 3.0 mt. including sorting 147.00 Cum 162.38

out and stacking of useful materials and disposing the excavated stuff for all

lead and lift for all sorts of soil.

3 Providing and laying controlled cement concrete M-150 and curing complete 48.00 Cum 4040.00

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings base of columns & mass

4 Providing and laying controlled cement concrete M-250 and curing complete 49.00 Cum 4415.72

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings base of columns & mass

5 Providing and laying controlled cement concrete M-250 and curing complete 6.00 Cum 7553.79

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns, pillars, posts & struts upto floor two

level Ground floor.

6 Providing and laying controlled cement concrete M-250 and curing complete 24.00 Cum 5731.75

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in plinth beam.

7 Providing and laying brick work using common burnt clay building 26.00 Cum 4021.02

conventional type bricks having crushing strength not less than 35 Kg./Sq.cm.

in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)

including the cost of all materials and labour charges etc. complete.

8 Filling available excavated earth (excluding rock) in trenches plinth side of 201.00 Cum 130.39

foundation etc. in layer not exceeding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

9 Filling in foundation and plinth with murrum or selected soil in layers of 20 cm 106.00 Cum 289.06

thickness including watering, ramming and consolidating etc. complete.

10 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 27.00 Cum 3909.98

crushed stone aggregates 20mm nominal size) and curing complete including

cost of form work in (A) Wall Caps / Coping.

11 Filling in plinth with sand under floors including watering, ramming, 36.00 Cum 460.19

consolidating and dressing etc. complete.

12 Carrying out plinth treatment to post construction / existing structure by 234.00 Sq.m. 96.40

spraying chemical solution for termite control treatment including labour and

materials consistent with I.S.I specification.

13 Providing and laying brick work using common burnt clay building 57.00 Cum 4289.33

conventional type bricks having crushing strength not less than 35 Kg/sq.cm.

in super structure above plinth level upto floor two level in cement mortar 1:6

(1 cement : 6 fine sand) for Ground floor including the cost of all materials

and labour charges etc. complete.

14 Providing and laying brick work using common burnt clay building 16.00 Cum 4329.52

conventional type bricks having crushing strength not less than 35 Kg/sq.cm.

in super structure above plinth level upto floor two level in cement mortar 1:6

(1 cement : 6 fine sand) for First floor including the cost of all materials and

labour charges etc. complete.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

15 Providing and laying half brick work using common burnt clay building 63.00 Sq.m. 651.67

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm

in super structure above plinth level upto floor two level in cement mortar 1:4

(1 cement : 4 fine sand) for Ground floor including the cost of all materials

and labour charges etc. complete.

16 Providing and laying controlled cement concrete M-200 and curing complete 6.00 Cum 7645.70

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Lintel for Ground floor.

17 Providing and laying controlled cement concrete M-200 and curing complete 12.00 Cum 7490.16

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Column for Ground floor.

18 Providing and laying controlled cement concrete M-200 and curing complete 4.00 Cum 7529.14

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Column for First floor.

19 Providing and laying controlled cement concrete M-200 and curing complete 23.00 Cum 5996.37

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Beam for Ground floor.

20 Providing and laying controlled cement concrete M-200 and curing complete 31.00 Cum 5929.71

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Slab for Ground floor.

21 Providing I.S.I. Mark Thermo Mechanically Treated (T.M.T.) bar confirming to 18105.00 Kg. 76.21

IS 1786 / Fe-500D for R.C.C. work including bending, binding and placing in

position etc. complete for all floors.

22 Providing & fixing Alluminium frame colour anodized single shutter having 17.00 Sq.m. 5363.10

colour anodized hollow section frame of size 63.5mm x 44.5mm x 1.2mm

(approximately wt 0.860 Kg./ Rmt.) with providing mechanically compressed

shutters 35mm thick flush door shutter on both sides with 1 mm lamination on

either side with different colour and S.S. handles of 30cm long & lock as per

detail etc. complete as per instruction of site in charge.

23 35 MM THICK FRP DOOR SHUTTER WITH WOOD GRAIN RAISED PANEL 7.00 Sq.m. 2377.76

IN POLISH DESIGN FINISH (SIMILAR TO POLISH FINISH) : Providing &

fixing of 35 mm thick FRP shutter with 1.5 to 2.0 mm thick fire retardent

grade FRP skin in wood grain raised panel design having extra reinforcement

on sides and edges and in Polish design finish. The core of the shutter is to

be filled up with injected fire retardent grade polyurethane foam done in situ

along with embedded wooden pieces for stiffening and also for taking hinges

and fixtures. The whole shutter is to be waterproof, weatherproof, termite

proof and resistance to mild acid / Alkali. Rates are to be inclusive of S.S.

hinges with necessary screws and alluminium S.S. finish fixtures & fastening.

Product should have 3 year performance guarantee and company having ISO

90012000 certificate. (Proposed for VIP)

24 Providing and fixing window having extruded aluminum colour anodized 18.00 Sq.m. 1583.95

section frame main outer size 95mm x 24mm x 1.17mm (@ wt. of

Kg/mt), horizontal Three track member size 92mm x 31.75mm x 1.30mm (@

Wt.1.07 Kg/mt), vertical member of size 92mm x 31.75mm x 1.50mm (@ Wt.

1.06 Kg/mt) with sliding shutters of horizontal member size 40 mm x 18mm x

1.29mm (@ wt.of 0.456 Kg/mt), vertical member of size 40mm x 18mm x

mm (@ wt. of 0.456 Kg/mt.) with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc. complete for all floors.

25 Providing and fixing standard extruded of Aluminium section of size 63mm x 5.00 Sq.m. 1175.55

38.10 mm x 1.2mm (@wt. 0.643 Kg/mt.) with colour anodized alluminium

frame for ventilation with 5 mm thick frosted glass as details etc. complete for

Ventilation as directed by Engineer in charge.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

26 Providing and fixing M.S. grills of required pattern with M.S. flats at required 1005.00 Kg. 111.10

spacings and frame alround, square or round bars with round headed bolts

and nuts or by screws (A) plain grill including approved quality of primer and

two coats of oil painting etc. complete.

27 Providing and laying 18mm thick single side mirror finish machine cut, free 38.00 Sq.m. 2565.40

edges machine polished Granite in sills and jams of Doors and windows in

single piece both edges moulded in half round shape as per instruction of

Engineer in charge etc. complete.

28 Providing & laying hand dressed blue kota stone slab of size 60 x 60cm slab 217.00 Sq.m. 1148.37

flooring having 10% to 15% Jesalmer stone pattern as per the instruction of

Engineer in charge over 20 mm (average) thick base of cement mortar 1:6 (1

cement : 6 coarse sand) or lime mortar 1:1.5 laid over and jointed with grey

cement slurry including rubbing with emery stone of 600 No. and mirror

polishing complete. (A) 25mm thick.

29 Providing and laying 60cm x 60cm matt finished full body Vitrified tiles in 7.00 Sq.m. 995.81

flooring in two coloured pattern anti skid, anti scratch VC layer in skirting,

risers of steps and dedo on 10mm thick cement plaster 1:3 (1 cement :

coarse sand) and jointed with finishing with flush pointing in white cement /

with coloured pigment and curing etc. complete for all floors. Skirting match

with floor tiles shade and pattern as directed.

30 Providing and laying 30cm x 60cm Vitrified tiles in skirting, risers of steps and 73.00 Sq.m. 946.50

dedo on 10mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and

jointed with finishing with flush pointing in white cement / with coloured

pigment and curing etc. complete for all floors. Skirting match with floor tiles

shade and pattern as directed.

31 Providing and laying 18 mm thick machine cut, free edges, machine polished 11.00 Sq.m. 2184.63

black granite tread and risers in single piece with 1 cm nosing and necessary

grooves on treads in cement mortar 1:6 (1 cement: 6 coarse sand) etc.

32 Providing and fixing precast Rubber Dye inter locking concrete block 60 mm 73.00 Sq.m. 686.90

thick with grade of concrete M-200 pneumatic compressed by mechanically

pressed and as per approved design including 75 mm sand layer for leveling

and filling the joint with sand in proper line and level etc. complete.

33 Providing and laying China mosaic type water proofing treatment on terrace 234.00 Sq.m. 788.81

including (a) applying neat cement slurry 2.75 Kg./Sqmt. of cement and mixed

with water proofing compound after cleaning the surface (b) laying cement

concrete using brick bats 25mm to 100mm size with 50% of C.M. 1:5 (1

cement : 5 coarse sand) admixed with water proofing compound over 20mm

thick layer of C.M. 1:5 to required slope including rounding of junction of walls

and slabs (c) After two days of proper curing applying a second coat of

cement slurry (d) Finishing the surface with 20mm thick cement mortar 1:4 (1

cement : 4 coarse sand) and china mosaic tiling and finally finishing the

surface with trowel with white cement slurry (e) after finishing the whole

terrace shall be flooded with water for a period of two weeks.

34 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 64.00 Rmt. 162.38

1:1 including neat cement finishing, watering etc. complete.

35 Providing 15 mm thick cement plaster (Mala troweled finish) on new wall in 384.00 Sq.m. 207.91

single coat on brick / concrete walls for interior plastering finished even and

smooth in cement mortar 1:3 (1- cement : 3 coarse sand) etc. complete for

36 Providing 15 mm thick cement plaster (Mala troweled finish) on new wall in 124.02 Sq.m. 230.66

single coat on brick / concrete walls for interior plastering finished even and

smooth in cement mortar 1:3 (1- cement : 3 coarse sand) etc. complete for

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

37 Providing 10 mm thick mala cement plaster in single coat on new wall on 352.00 Sq.m. 187.00

brick / concrete walls and ceiling and soffits of stair for interior plastering and

finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) for

38 Providing 20 mm thick water proof cement plaster in single coat on brick / 13.00 Sq.m. 329.29

concrete walls for interior plastering upto floor two level finished even and

smooth in cement mortar 1:3 (1- cement : 3 sand) and mixing water proofing

materials of approved brand and manufacture in cement mortar in proportion

recommended by the manufacturer and finished with a floating coat of neat

cement slurry for all floors complete including painting with three coats of

water proof acrylic emulsion paint to give an even shade.

39 Providing 20mm thick sand faced cement plaster on walls for all heights 479.00 Sq.m. 443.82

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1

cement : 3 sand) and 8 mm thick finishing coat of C.M. 1:1 (1 cement :

sand) etc. complete at all heights.

40 Applying two coats of acrylic lappy (putty) & two coats of primer of approved 1000.00 Sq.m. 40.59

brand and manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other foreign

matter and sand papered smooth.

41 Providing and fixing framed work in trusses, purlin including cutting, hoisting 200.00 Kg. 90.48

and fixing in position on column / strut made of hollow M.S. pipe or I.S.

section steel and applying a priming coat of red lead paint including oil

painting etc. complete.

42 Providing & fixing concealed center point to wall, ceiling and floor I.S.I. mark 65.00 Rmt. 653.77

C.P.V.C. (SDR 13.5) PIPE as approved by Engineer in charge having

National Sanitation Foundation (NSF) seal for potable water of following dia.

nominal bore, tube fitting and clamps including making good the wall, ceiling

and floor etc. complete. (E) 50 mm dia.

43 Providing & fixing concealed center point to wall, ceiling and floor I.S.I. mark 43.00 Rmt. 442.04

C.P.V.C. (SDR 13.5) PIPE as approved by Engineer in charge having

National Sanitation Foundation (NSF) seal for potable water of following dia.

nominal bore, tube fitting and clamps including making good the wall, ceiling

and floor etc. complete. (D) 40 mm dia.

44 Providing & fixing concealed center point to wall, ceiling and floor I.S.I. mark 80.00 Rmt. 249.72

C.P.V.C. (SDR 13.5) PIPE as approved by Engineer in charge having

National Sanitation Foundation (NSF) seal for potable water of following dia.

nominal bore, tube fitting and clamps including making good the wall, ceiling

and floor etc. complete. (C) 25 mm dia.

45 Providing, laying and jointing in true line and level I.S.I. mark 110 dia. 72.00 Rmt. 835.15

U.P.V.C. SWR (Type B) pipe conforming to IS 13592-1992 with one end plain

and other end socketed with rubbering & fittings conforming to ISI 14735-

1999 of approved make for drainage system pipe line, pipe shall be jointed

with each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 110 mm diametre x 149 mm length x 145 mm high at every

2000 mm center to center or shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including testing of pipes and

joints and jointed with adhesive solvent cement including cost of all materials.

46 Providing and fixing screw down bib taps of following size (B) brass chromium 4.00 No. 186.83

plated screw down bib tap (i) 15mm dia. as directed by Engineer in charge.

47 Providing and fixing brass screw down stop tap of approved quality of 15mm 12.00 No. 252.50

dia. as approved by Engineer in charge.

48 Providing and fixing chromium plated brass half turn flush cock of approved 4.00 No. 263.77

quality including fixing in pipe line etc. complete. (ii) 25mm dia. as directed by

Engineer in charge.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

49 Providing and fixing Gun metal check or non-return fullway wheel valve. (E) 2.00 No. 663.43

40mm dia. etc. complete as directed by Engineer in charge.

50 Providing and fixing Gun metal check or non-return fullway wheel valve. (C) 2.00 No. 420.63

25mm dia. etc. complete as directed by Engineer in charge.

51 Providing and fixing Vitreous china flat back wash basin 550 mm x 400mm 4.00 No. 2916.88

size as approved by Engineer in charge with single hole for pillar tap with C.I.

or M.S. brackets painted white including cutting holes and making good the

same but including fittings : like 32 mm dia. M.I. fisher union, C.P. brass

waste of 32 mm diameter, pillar tap, capstan head screw down high pressure

with screw, shanks and back nuts of approved make & stop tap of approved

make with connection pipe etc. complete as directed by Engineer in charge.

52 Providing and fixing 600mm x 450mm beveled edge glass mirror of superior 4.00 No. 833.73

glass mounted on 6mm the A.C. sheet or plywood sheet and fixed to wooden

plugs with C.P. brass screws and washers.

53 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 4.00 No. 603.19

fixed to wooden plugs with C.P. Brass screws (B) 600mm x 20 mm size.

54 Providing and fixing wash down Wall Hung water closet of approved make 4.00 No. 8550.66

(Clair code No. 2035) including jointing the tap with SWR pipe including

cistern (code No. 2115), soft close seat cover (code No. 2325-B), internal

fitting twin flush (code No. 2235), outlet gasket for clair W/H W.C. (2433), inlet

gasket (2535) & cantilever C.I. Chair bracket (code No. 2434) and necessary

fittings & G.I. inlet connection for flush etc. complete as directed by Engineer

55 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 40.00 Rmt. 831.22

U.P.V.C. SWR Type B pipe confirming to IS 13592-1992 with one end plain

and other end socketed with rubbering & fitting conforming to ISI 14735-1999

of approved make for drainage system pipe line, pipe shall be jointed with

each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 160 mm diameter x 210 mm length x 196 mm height at

every 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of all

56 Providing and fixing pillar tap, capstan head screw down high pressure with 8.00 No. 308.73

screw, shanks and back nuts (A) 15mm dia. as directed by Engineer in

57 Providing and fixing Urinal of approved quality including connection with trap 8.00 No. 1557.35

and with integral longitudinal flush pipe (A) Squatting plate pattern white

earthenware 550mm x 300mm size.

58 Providing and fixing to wall, ceiling and floor 10.0 Kg.F/Cm2 working pressure 50.00 Rmt. 336.26

polythene pipes of the following outside dia. low density, complete with

special flange compression type fittings, wall clamps etc. including making

good the wall, ceiling and floor. (G) 110mm dia.

59 Constructing brick masonary chamber for under ground C.I. Inspection 3.00 No. 2932.93

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm internal

dimensions, total weight of cover with frame to be not less than 38 Kgs.

weight of cover 23 Kg. and wt. 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. size)

foundation concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls & a bed concrete

etc. complete. (i) inside dimension 455mm x 610 mm and 450mm deep for

single pipe line.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

60 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 coarse 1.00 No. 11029.97

sand : 4 graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50mm size) inside

plastering 15mm thick with cement mortar 1:5 (1 cement : 5 coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20mm

nominal size) finished smooth complete including curing and testing (i) Inside

size 900mm x 1200mm and 1.5 M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.) (A) With 230mm thick walls of

brick masonry using brick having crushing strength not less than

Kg./Sq.cm. in cement mortar 1:5 (1- cement: 5 coarse sand) (1) A type depth

0.90 metre for 150mm diameter sewer.

61 Providing, erecting and fixing double coated I.S.I. Mark P.V.C. water tank of 2000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc.

complete on terrace as directed.

62 Providing and fixing ball cock as directed by Engineer in charge (A) Copper 2.00 No. 132.89

metal (i) 25 mm dia.

i.e. Rs. Fourty Eight lacs Fifty Five thousand Three hundred Thirty Two and Sixty Three paisa only.

I/We am/are willing to carry out the work @ _______ __ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is

a change as per actual mix design the cost of difference of cement consumption have been deducted from the

rate of original item at the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Chhotaudepur (R & B) Sub Division, Chhotaudepur (R & B) Division, Chhotaudepur (R & B) Division,

Chhotaudepur Chhotaudepur Chhotaudepur