Repairing and Renovation of Government Hostel (Boys) building at Chhotaudepur Ta. & Dist. Chhotaudepur (Main Gate, Security Cabin, Compound wall, Retaining wall, House Master quarters)

Name of Work :- Repairing and Renovation of Government Hostel (Boys) building

at Chhotaudepur Ta. & Dist. Chhotaudepur (Main Gate, Security Cabin,

Compound wall, Retaining wall, House Master quarters)

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 1.5 mt depth including sorting and stacking of 340.00 Cum 125.86

useful materials and disposing of the excavated stuff upto 50 mt. lead for all

2 Excavation for foundation for depth from 1.5 mt to 3.0 mt depth including 59.00 Cum 174.56

sorting out and stacking of useful materials and disposing of the excavated

stuff upto 50 mt. lead for all sorts of soil.

3 Providing and laying controlled cement concrete M-150 and curing complete 25.00 Cum 4188.47

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 22.00 Cum 4557.12

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 4.00 Cum 7871.94

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

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

for Ground floor.

6 Providing and laying controlled cement concrete M-250 and curing complete 10.00 Cum 5913.55

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 conventional 77.00 Cum 4373.61

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 167.00 Cum 137.47

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 58.00 Cum 304.60

thickness including watering, ramming and consolidating etc. complete.

10 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 15.00 Cum 4026.02

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, 20.00 Cum 186.28

consolidating and dressing etc. complete.

12 Carrying out plinth treatment to post construction / existing structure by 96.00 Sq.m. 103.64

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 conventional 45.00 Cum 4568.39

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 conventional 28.00 Cum 4611.18

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 33.00 Sq.m. 696.50

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 7.00 Cum 6119.59

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

reinforced concrete work in (C) Slabs, Landings shelves Balconies, Lintel-

Chhaja, beams, Girders and cantilever up floor to level for Ground floor.

17 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6872.04

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

reinforced concrete work in (C) Slabs, Landings shelves Balconies, Lintel-

Chhaja, beams, Girders and cantilever up floor to level for First floor.

18 Providing and laying controlled cement concrete M-200 and curing complete 19.00 Cum 8523.02

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

reinforced concrete work in Column for Ground floor.

19 Providing and laying controlled cement concrete M-200 and curing complete 3.00 Cum 7811.35

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

reinforced concrete work in Column for First floor.

20 Providing and laying controlled cement concrete M-200 and curing complete 14.00 Cum 6267.34

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

reinforced concrete work in Beam for Ground floor.

21 Providing and laying controlled cement concrete M-200 and curing complete 57.00 Cum 6119.59

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

reinforced concrete work in Slab for Ground floor.

22 Providing and laying controlled cement concrete M-200 and curing complete 4.00 Cum 7587.12

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

reinforced concrete work in Staircase for Ground floor.

23 Providing I.S.I. Mark Thermo Mechanically Treated (T.M.T.) bar confirming to 19637.00 Kg. 77.29

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

position etc. complete for all floors.

24 Providing & fixing Alluminium frame colour anodized single shutter having 12.00 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.

25 Providing & fixing of 35 mm thick FRP shutter with 1.5 to 2.0 mm thick fire 4.00 Sq.m. 2377.76

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)

26 Providing and fixing window having extruded aluminum colour anodized 12.00 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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

27 Providing and fixing standard extruded of Aluminium section of size 63mm x 1.00 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.

28 Providing and fixing M.S. grills of required pattern with M.S. flats at required 240.00 Kg. 119.18

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.

29 Providing and laying 24" x 24" Vitrified tiles 8mm thick flooring over 20 mm 68.00 Sq.m. 1472.91

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry including

finished with flush pointing & cleaning the surface etc. complete for antiskid.

30 Providing and laying 24" x 24" Vitrified tiles 8mm thick skirting over 20 mm 13.00 Sq.m. 1592.40

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry including

finished with flush pointing & cleaning the surface etc. complete for light shade.

31 Providing and laying 18mm thick single side mirror finish machine cut, free 22.00 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.

32 Providing and laying hand dressed blue Kota stone of size 60 x 60 cms slab 5.00 Sq.m. 1148.37

flooring stone pattern as per the instruction of engineer - in - charge over

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) 25 mm

33 Providing and laying 60cm x 60cm matt finished full body Vitrified tiles in 5.00 Sq.m. 1070.50

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 : 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.

34 Providing and laying 30cm x 60cm Vitrified tiles in skirting, risers of steps and 26.00 Sq.m. 1017.48

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.

35 Providing and laying 18 mm thick machine cut, free edges, machine polished 27.00 Sq.m. 2184.63

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

grooves on treads etc. complete.

36 Providing and fixing precast Rubber Dye inter locking concrete block 60 mm 294.00 Sq.m. 707.55

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.

37 Providing and laying China mosaic type water proofing treatment on terrace 158.00 Sq.m. 810.02

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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

38 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 10.00 Rmt. 295.10

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

39 Providing 10 mm thick mala cement plaster in single coat on new wall on brick 72.00 Sq.m. 207.65

/ 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 Ground

40 Providing 20 mm thick water proof cement plaster in single coat on brick / 2763.00 Sq.m. 476.12

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.

41 Providing 20mm thick sand faced cement plaster on walls for all heights above 9.00 Sq.m. 443.82

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

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

complete at all heights.

42 Applying two coats of acrylic lappy (putty) & two coats of primer of approved 400.00 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.

43 Wall painting (three coats) with plastic emulsion paint of approved brand and 2800.00 Sq.m. 128.38

manufacture on new wall surfaces to give an even shade including thoroughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth.

44 Providing and fixing framed work in trusses, purlin including cutting, hoisting 1000.00 Kg. 91.08

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.

45 Providing & fixing concealed center point to wall, ceiling and floor I.S.I. mark 80.00 Rmt. 660.58

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.

46 Providing & fixing concealed center point to wall, ceiling and floor I.S.I. mark 28.00 Rmt. 447.72

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. (D) 40 mm dia.

47 Providing & fixing concealed center point to wall, ceiling and floor I.S.I. mark 40.00 Rmt. 253.82

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.

48 Providing, laying and jointing in true line and level I.S.I. mark 110 dia. U.P.V.C. 36.00 Rmt. 897.79

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.

49 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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

50 Providing and fixing brass screw down stop tap of approved quality of 15mm 3.00 No. 252.50

dia. as approved by Engineer in charge.

51 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.

52 Providing and fixing Gun metal check or non-return fullway wheel valve. (E) 3.00 No. 663.43

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

53 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.

54 Providing and fixing Vitreous china flat back wash basin 550 mm x 400mm 2.00 No. 2832.72

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.

55 Providing and fixing 600mm x 450mm beveled edge glass mirror of superior 4.00 No. 859.41

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

plugs with C.P. brass screws and washers.

56 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 2.00 No. 616.42

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

57 Providing and fixing wash down Wall Hung water closet of approved make 2.00 No. 9073.84

(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 in charge.

58 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 35.00 Rmt. 834.38

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 materials.

59 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 charge.

60 Providing and fixing Urinal of approved quality including connection with trap 2.00 No. 1671.12

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

earthenware 550mm x 300mm size.

61 Providing and fixing to wall, ceiling and floor 10.0 Kg.F/Cm2 working pressure 25.00 Rmt. 339.05

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.

62 Constructing brick masonary chamber for under ground C.I. Inspection 4.00 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

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

63 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 coarse 2.00 No. 11042.74

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.

64 Providing, erecting and fixing double coated I.S.I. Mark P.V.C. water tank of 3000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc. complete

on terrace as directed.

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

metal (i) 25 mm dia.

66 Providing & fixing S.S. (Grade 304) Railing using 50 mm diameter pipe at top & 15.00 Rmt. 1964.45

two nos. of horizontal intermediate 20 mm diameter or square fixed with

vertical pillar 40 x 40mm @ 1.20m centre to centre. Vertical post fixed in treads

as shown on detail Architect drawing including fabricating, fixing in position

including necessary fixtures & fastening & buffing of steel etc. complete.

67 Providing and making 10 mm groove in plaster in perfect line and level & 99.00 Rmt. 25.25

plumb including the cost of scaffolding etc. complete.

68 Providing and fixing stainless steel letters 15 inch high as directed by Engineer 25.00 No. 2020.00

69 Providing Sandwitch type platform of 18 mm thick polished black granite at top 4.00 Sq.m. 11832.15

and 25 mm thick Kota stone slab using cement mortar 1:3 for sandwich and

fitting at bottom & edges with waterproof rigid adhesives including making

necessary grooves in walls with Vertical Kota stone 30 mm x 2 no. sandwitch

thick every 60 cm center to center including all labour materials of approved

quality including full moulded round front edge fixed in wall for partition and

jointed with grey cement slurry including rubbing and polishing etc. complete.

70 Supply & installing of DCP Type - 5 Kg. capacity Fire extinguisher as per IS- 2.00 No. 3030.00

2171 I.S.I. mark with necessary fittings etc. complete.

71 Supply & installing of Water Co2 Type 9 Kg. capacity Fire extinguisher as per 2.00 No. 4999.50

IS-2171 I.S.I. mark with necessary fittings etc. complete.

72 Providing and fixing kitchen sink with S.S. Sink Glossy ASIS 304 grade x 1mm 1.00 No. 4040.00

thick with over all size 610 x 460 mm & bowl size 560 x 410 x 200 including

cutting holes in walls and making good the same with including all fittings.

73 Providing and laying machine cut free edge machine polished blue kota stones 19.00 Sq.m. 688.82

for shelves in single piece (max. 150cm) 20 mm thick fixed groove in cement

mortar 1:3 and jointed with grey colour cement slurry including rubbing and

polishing etc. comp. as directed.

74 Providing and fixing precast concrete kerb stone of grey cement based 62.00 Rmt. 413.84

concrete block 30 cm length, 30 cm height and 15 cm thick of M-250 grade

concrete as per approved design and including excavation for fixing in proper

line and level, filling the joints with C.M. 1:3 (1 cement : 3 fine sand) etc.

75 Dismantling of existing plaster of all thickness and removing existing dedo with 2603.00 Rmt. 41.41

plaster work completely including stacking of the serviceable materials and

disposal of unserviceable materials with all lead and lift including necessary

scaffolding etc. complete as per instruction of site engineer.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

76 Providing and fixing single layer waterproof gypsum board 12.5 mm thick 72.00 Sq.m. 606.95

sections using waterproof board of size 1220 mm x 1830 mm x 8.0 mm

suspended by G.I suspender of size 25 mm x 3 mm with intermediate channel

of size 18 mm x 40 mm x 0.80 mm at 1220 mm center to center ceiling section

of size 40 mm x 35 mm x 0.55 mm at 457 mm center to center and perimetre

channel A of size 20 mm x 27 mm x 30 mm x 0.50 mm at edges & drops

including paper tap sand soffit cleat, anchor fastener, scotch bolt connecting

cleat joining compound top coat on ceiling including making necessary

opening for light fitting, diffuser etc. complete as per detail drawing as directed.

77 Providing and fixing Wooden Wardrobe cupboard cum Dressing unit with 26.00 Sq.m. 7928.50

using 19mm thick W.P. Plywood in frame and box section and dressing

structure with 4.0mm thick decorative Veneer sheet on outside portion and

0.8mm thick liner laminate in inside portion and teak wood baton patti with S.S.

hanger rod, S.S. hinges and S.S. "D" handles and in shelves with decorative

design on door done by using 6.0mm thick corain sheet necessary fixtures and

fastening including of polishing work etc. complete or as directed.

78 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 38.00 Cum 2781.12

stone aggregate 40 mm nominal size) and curing complete excluding cost of

formwork in foundation and plinth.

79 Providing and laying controlled cement concrete M-200 and finishing smooth 128.00 Cum 4694.57

with curing etc complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in (A) foundation and plinth.

80 Providing and laying controlled cement concrete M-200 and finishing smooth 10.00 Cum 6268.06

with curing etc complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in Beam having any cross sectional area.

81 Providing 15 mm thick cement plaster in single coat on fair side brick / 374.00 Sq.m. 216.35

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

smooth in cement mortar 1:3 (1 cement : 3 sand) finishing with a floating coat

of neat cement slurry including making groove interior plastering above floor

two level for G.F.

82 Providing 10 mm thick cement plaster in single coat on fair side brick / 9.00 Sq.m. 229.17

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

smooth in cement mortar 1:3 finishing with a floating coat of neat cement slurry

for Ground floor.

83 Providing and fixing window having extruded aluminum colour anodized 5.00 Sq.m. 1713.70

section frame main outer size 63.50 x 38.10 x 1.95 mm (@ Wt 1.094 Kg /

Rmt), horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm (@

wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x 31.75mm x 1.30 mm

(@ wt.of 0.659 Kg/mt) with sliding shutters of horizontal member size 40mm x

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

18mm x 1.29mm (@ wt. of 0.456 Kg/mt. & @ Wt. 0.457 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 window.

84 Providing and fixing mirror polished blue kota stone slab for risers of steps, 18.00 Sq.m. 1205.60

dedo, pillars laid on 10 mm thick cement mortar 1:3 (1 cement : 3 coarse sand)

and jointed with grey cement slurry including rubbing and semi mirror polishing

etc. complete as directed by Engineer in charge.

85 Distempering (two coats) with oil bound distemper of approved brand & 43.00 Sq.m. 77.30

manufacturer & of required shade on wall surfaces to give an even shade,

over & including a priming coat with a distemper primer of approved brand &

manufacture after throughly brushing the surface free from mortar dropping &

other foreign matter.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

86 Finishing wall with weather proof exterior emulsion paint on wall surface (two 324.00 Sq.m. 122.14

coats) to give an required shape even shade after thoroughly brushing the

surface to remove all dirt, dust and remains of loose powdered materials etc.

87 Providing and fixing M.S. Grill of required pattern to wall frame of windows etc 796.25 Kg. 119.18

with 16 mm dia. of polished bar at required spacing and frame of M.S. flat of all

round with necessary hold fast and fixing under marble including cutting,

groove in marble and filling groove with including applying priming coat and

two coats of painting etc. complete.

88 Providing and fixing I shape 1.2 meter high Wire fencing fixed at 2.5 m C/C 50.00 Rmt. 425.21

with angle posts / square box post 30mm x 30 mm x 5 mm and oil painting

coats fixed at 2.5 mt. c/c. with four horizontal lines in each piece at "I" shape

for vertical angle with galvanised steel barbed wire weighting, strained and

fixed to posts with G.I. staples with fixing of approved quality green net with

binding on wire of G.I. wires including fixing the position on wall etc. complete.

89 Providing and laying weep hole in abutment and returning by using A.C. pipes 100.00 No. 151.50

of 100mm dia. including laying in proper grade and jointing etc. complete as

per detailed specifications.

i.e. Rs. Seventy Seven lacs Fifty Five thousand Two hundred Fifty One and Thirty One 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