Construction of Taluka Panchayat Office Building Ahwa At Ahwa, Taluka :- Ahwa Dist.- Dang

Name of work :- Construction of Taluka Panchayat Office Building Ahwa At Ahwa, Taluka :-

Ahwa Dist.- Dang

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 361.36 Cmt Demolition including stacking of serviceable 1137.19 Cmt

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 18068.10 Cmt Dismentling steel work including distempering 3.94 Cmt

and stacking the materials with all lead and lift.

3 503.70 Cmt Demolition of Brick work and stone masonry 591.68 Cmt

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

4 784.20 Cmt Dismentaling tiled of stone floors laid in mortar 51.82 Cmt

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

5 85.00 Cmt Dismentling doors, windows, ventilators etc. 201.79 Cmt

(wood or steel) shutters including chowkhats

architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

6 73.00 Cmt Dismentaling of sheet roofing including ridges, 57.46 Cmt

Hips, Valleys, Gutters etc. stacking of

serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii)

A.C. sheet roofing.

7 592.00 Cmt Excavation for foundation up to 1.5 mt. Depth 125.86 Cmt

including sorting out and stacking of useful

materials and disposing of the excavated stuff up

to 50 meter lead(A) Loose or soft soil

8 455.30 Cmt Excavation for foundation for depth from 1.5 m 139.54 Cmt

to 3.0 m including sorting out and stacking of

useful materials and disposing off the excavated

stuff upto 50 Meter lead. (A) Loose or soft soil

9 216.00 Cmt Excavation for foundation for depth from 3.0 m 307.16 Cmt

to 5.0 m including sorting out and stacking of

useful materials and disposing of the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

10 880.00 Cmt Filling available excavated earth (excluding rock 137.47 Cmt

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

11 248.40 Cmt and watering)

Filling in foundation and plinth with murrum or 304.60 Cmt

selected soil in layers of 20cm thickness

including watering ramming and consolidating

12 56.50 Cmt Providing and laying cement concrete work 1:2:4 4048.90 Cmt

(M-150) (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and

13 179.90 Cmt Providing and laying cement concrete 1:1:2 and 4569.24 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work in Foundations,

footings bases of columns and the like and Mass

concrete for Footing

14 21.10 Cmt Providing and laying cement concrete 1:1:2 and 8061.82 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work in Foundations,

footings bases of columns and the like and Mass

concrete for below plinth columns.

15 58.53 Cmt Providing and laying cement concrete 1:1:2 and 6216.55 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work for Ground Beam.

16 11.00 Cmt Brick work using common burnt clay building 4279.98 Cmt

brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in cement

mortar 1:6 ( 1 Cement: 6 fine sand) (B)

17 34.10 Cmt Providing and laying Cement Concrete 1:1.5:3 4739.93 Cmt

and curing complete Including the cost of

formwork But Excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Plinth Slab.

18 29.10 Cmt Providing and laying cement concrete 1:1.5:3 8025.46 Cmt

and curing complete including the cost of form

work but excluding cost of reinforcement for

reinforced concrete work for Column in Goround

19 15.60 Cmt Providing and laying cement concrete 1:1.5:3 8066.87 Cmt

and curing complete including the cost of form

work but including cost of reinforcement for

reinforced concrete work for Column in Frist

20 15.60 Cmt Providing and laying cement concrete 1:1.5:3 (M 8108.28 Cmt

200) and curing complete including the cost of

form work but including cost of reinforcement

for reinforced concrete work for Column in

21 24.00 Cmt Providing and laying cement concrete 1:1.5:3 (M 8149.69 Cmt

200) and curing complete including the cost of

form work but including cost of reinforcement

for reinforced concrete work for Column in

Third Floor Floor

22 36.60 Cmt Providing laying cement concrete 1:1.5:3 and 6433.70 Cmt

curing complete including the cost of formwork

but cost of form work but excluding the cost of

reinforcement of reinforced concrete work in (C)

Beams, Girders and Cantileve for Ground Floor

23 33.40 Cmt Providing laying controlled cement concrete M 6475.11 Cmt

200 and curing complete including the cost of

formwork but cost of form work but including

the cost of reinforcement of reinforced concrete

work in (C) Beams, Girders and Cantileve for

24 33.40 Cmt Providing laying controlled cement concrete M 6516.52 Cmt

200 and curing complete including the cost of

formwork but cost of form work but including

the cost of reinforcement of reinforced concrete

work in (C) Beams, Girders and Cantileve for

25 33.10 Cmt Providing laying controlled cement concrete M 6557.93 Cmt

200 and curing complete including the cost of

formwork but cost of form work but including

the cost of reinforcement of reinforced concrete

work in (C) Beams, Girders and Cantileve for

26 7.90 Cmt Providing and laying cement concrete 1:1.5:3 8905.17 Cmt

and curing complete including the cost of form

work and excluding the cost of reinforcement for

reinforced concrete work in (c) Lintel in Ground

27 1.50 Cmt Providing and laying cement concrete 1:1.5:3 (M 8946.58 Cmt

200) and curing complete including the cost of

form work and excluding the cost of

reinforcement for reinforced concrete work in (c)

Lintel in First Floor

28 1.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 8987.99 Cmt

200) and curing complete including the cost of

form work and excluding the cost of

reinforcement for reinforced concrete work in (c)

Lintel in Second Floor

29 3.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 9029.40 Cmt

200) and curing complete including the cost of

form work and excluding the cost of

reinforcement for reinforced concrete work in (c)

Lintel in Third Floor

30 3.00 Cmt Providing and laying cement concrete 1:1.5:3 6992.23 Cmt

and curing complete including the cost of form

work and excluding the cost of reinforcement for

reinforced concrete work in (c) Chajja in Ground

31 3.00 Cmt Providing and laying cement concrete 1:1.5:3 (M 7033.64 Cmt

200) and curing complete including the cost of

form work and excluding the cost of

reinforcement for reinforced concrete work in (c)

Chajja in First Floor

32 3.00 Cmt Providing and laying cement concrete 1:1.5:3 (M 7075.05 Cmt

200) and curing complete including the cost of

form work and excluding the cost of

reinforcement for reinforced concrete work in (c)

Chajja in Second Floor

33 3.00 Cmt Providing and laying cement concrete 1:1.5:3 (M 7116.46 Cmt

200) and curing complete including the cost of

form work and excluding the cost of

reinforcement for reinforced concrete work in (c)

Chajja in Third Floor

34 44.80 Cmt Providing and laying cement concrete 1:1.5:3 6925.57 Cmt

and curing complete including the cost of form

work but excluding cost of reinforcement for

reinforced concrete work for Slab in Ground

35 38.90 Cmt Providing and laying cement concrete 1:1.5:3 (M 6966.98 Cmt

200) and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Slab in First

36 38.90 Cmt Providing and laying controlled cement concrete 7008.39 Cmt

M-200 and curing complete including the cost of

form work but including cost of reinforcement

for reinforced concrete work for Slab in Second

37 43.30 Cmt Providing and laying controlled cement concrete 7049.80 Cmt

M-200 and curing complete including the cost of

form work but including cost of reinforcement

for reinforced concrete work for Slab in Third

38 4.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 7408.35 Cmt

200) and curing complete including the cost of

formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases for Ground Floor

39 4.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 7449.76 Cmt

200) and curing complete including the cost of

formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases for First Floor

40 4.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 7491.17 Cmt

200) and curing complete including the cost of

formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases for Second Floor

41 4.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 7532.58 Cmt

200) and curing complete including the cost of

formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases for Third Floor

42 29.30 Cmt Providing and laying Controlled Cement 7109.39 Cmt

Concrete M 250 and curing complete including

the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

Vertical anhorizontal Fins R.C.C. Walls in

43 8.00 Cmt Providing and laying Controlled Cement 7150.80 Cmt

Concrete M 250 and curing complete including

the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

Vertical anhorizontal Fins R.C.C. Walls in Frist

44 6.70 Cmt Providing and laying Controlled Cement 7192.21 Cmt

Concrete M 250 and curing complete including

the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

Vertical anhorizontal Fins R.C.C. Walls in

45 11.60 Cmt Providing and laying Controlled Cement 7233.62 Cmt

Concrete M 250 and curing complete including

the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

Vertical anhorizontal Fins R.C.C. Walls in Third

46 92947.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 77.29 Kg

reinforcement for RCC work including bending

& placing in position complete For all floor

47 level work using hydraulically pressed common

174.80 Cmt Brick 4575.57 Cmt

burnt clay building brick having crushing

strength not less than 35 kg/sq. cm. in super

structure above plinth level up to floor two level

in cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention for G.F

48 82.50 cum Brick work using hydraulically pressed common 4618.35 cum

burnt clay building brick having crushing

strength not less than 35 kg/sq. cm. in super

structure above plinth level up to floor two level

in cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention for F.F

49 82.30 cum Brick work using hydraulically pressed common 4661.12 cum

burnt clay building brick having crushing

strength not less than 35 kg/sq. cm. in super

structure above plinth level up to floor two level

in cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention for S.F

50 110.70 cum Brick work using hydraulically pressed common 4703.89 cum

burnt clay building brick having crushing

strength not less than 35 kg/sq. cm. in super

structure above plinth level up to floor two level

in cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention for T.F

51 198.40 Smt. Half brick masonary in hydraulically pressed 761.30 Smt.

common burnt clay building bricks having

crushing strenght not less than less than 35 kg/sq.

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse

sand) in superstructure above plinth level up to

floor two level Conventional (GF)

52 172.90 Smt. Half brick masonary in hydraulically pressed 767.70 Smt.

common burnt clay building bricks having

crushing strenght not less than less than 35 kg/sq.

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse

sand) with 2 nos of 6mm mild steel round bars

after every three course embedded in cement

mortar in superstructure above plinth level up to

floor two level Conventional (FF)

53 163.30 Smt. Half brick masonary in hydraulically pressed 774.10 Smt.

common burnt clay building bricks having

crushing strenght not less than less than 35 kg/sq.

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse

sand) with 2 nos of 6mm mild steel round bars

after every three course embedded in cement

mortar in superstructure above plinth level up to

floor two level Conventional (SF)

54 179.20 Smt. Half brick masonary in hydraulically pressed 780.51 Smt.

common burnt clay building bricks having

crushing strenght not less than less than 35 kg/sq.

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse

sand) with 2 nos of 6mm mild steel round bars

after every three course embedded in cement

mortar in superstructure above plinth level up to

floor two level Conventional (TF)

55 369.60 Smt. Providing and laying Machine cut, Free edges, 2385.92 Smt.

Machine polished Granite stone slab 18 mm

thick Single Piece For doors and Windows Cill

and Jambs Cladding as per design including Full

moulded Round front edge and 1 cm nosing and

laid on 20 mm thick cement mortar 1:6 (1

cement : 6 coarse sand) and jointed with gray

cement slurry including rubbing and polishing

etc. complete (As per R.A.)

56 13.70 Smt. Providing and fixing colour anodised 2502.78 Smt.

single/doble shutters having standard extruded

alluminium colour anodized hollow sections

frame Equvalent to Jindal Door section

No.19552 of size 38 mm x 63.5 mm (aproximate

wt. 1.2 kg per Rmt) with wooden inserts for

Durable grip of door hinges. with 8 mm th. glass

solid core finished with 1 mm Lamination on

Both side with S.S Handle & other Fixtures .

57 70.90 Smt. Providing and fixing Door having extruded 1705.67 Smt.

aluminum Colour Powder Coated section frame

main outer size 63.50 x 38.10 x 1.95 mm(of

Jindal Section no:4605,@ Wt 1.094 Kg / Rmt),

horizontal two track member size 61.85 mm x

31.75 mm x 1.20mm (of Jindal Section no:

@ wt.of 0.695 Kg/mt), vertical member of size

61.85 mm x 31.75mm x 1.30 mm (of Jindal

Section no:8758 @ wt.of 0.0.659 Kg/mt) with

sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm (of Jindal Section no:8949 @

wt.of 0.456Kg/mt), vertical member of size

40mm x 18mm x 1.29mm (of Jindal Section

no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @

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

58 228.60 Smt. Providing and fixing 35mm thick factory made 2152.31 Smt.

moulded door shuter consisting of solid core

single/two leaf flush door of 30mm thickness,

lipped with 15mm (5mm x 3) thick x 30mm

width on one stiles and top rail and 10mm (5mm

x 2) thick x 30mm width on the other stiles and

bottom rails. The inner panel laminated with

2mm thick termite proof, water proof and fire

resistant moulded PVC sheet with 2,4,6 raised

panel design in different plain and /or prelim

colours on one side after routing the moulded

design on flush door and 2mm plain and/or

prelim PVC sheet on other side using rubber

adhesive on flush door and solvent cement

adhesive on the PVC liping etc. complete as per

direction of Engineer in charge, manufacture’s

59 specification

7.80 Smt. Providing andand drawing.

fixing FRP frame size 125x65 mm 2019.98 Smt.

and 35mm thick FRP shutter with wood grain

raised panneled design finish shutter having

extra reinforcement on sides & edges in Gel coat

finish. The core of the shutter & frame is to be

filed up with injected polyurethene foam done in

situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to mild

acid/alkali. Rates are to be inclusive of S.S

hinges with fastener sleeve & alluminium

fixtures & fastenings.

60 9.40 Smt. Providing and fixing window having extruded 1583.95 Smt.

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

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 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with

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

61 26.60 Smt. window.

Providing and fixing standared extruded of 1833.29 Smt.

alluminium section of size 63mm x 38.10mm x

1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour Powder Coated alluminium

frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

62 3873.60 Kgs. Providing and fixing M.S. Grills/Doors to 119.89 Kgs.

Granite frames of windows of required pattern

M.S. Box frame with 16mm dia polished bars

M.S. bars inserted & welded in it @ 12 Cm C/C

and M.S. Flats size 40 x 6 mm at for frame and

intermediate supports at required spacing as per

design or fixed in wooden frame of window /

brick masonary with neccesory M.S. angle, Flat,

& other structural steel at required spacing &

frame alround square or round bars with round

hended bolt & nuts or by screws included cutting

welding & febrication etc. comp. including one

coat of primer and two coats of matt finished oil

painting etc complete {Fixing Outside}. as per

Architect' Direction. ( A ) Plain grill

63 1227.80 Smt. Providing and applying 15 mm thick cement 228.26 Smt.

plaster double coat of mala cement plaster for

interior plastering having 12 mm th. base coat in

C.M. 1:4 ( 1 cement 4 coarse sand) and 3 mm th.

finishing coat in C.M. 1:2 [ 1 Cement : 2 Coarse

Sand] with trovel finish including Scafolding

Curing etc. Complete. Including Applying two

64 1100.00 Smt. coats of Birla

Providing andor applying

15 mmLappy [Putty]

thick cement 256.54 Smt.

plaster double coat of mala cement plaster for

interior plastering having 12 mm th. base coat in

C.M. 1:4 ( 1 cement 4 coarse sand) and 3 mm th.

finishing coat in C.M. 1:2 [ 1 Cement : 2 Coarse

Sand] with trovel finish including Scafolding

Curing etc. Complete. Including Applying two

coats of Birla or Asian Acralic Lappy [Putty]

65 1146.40 Smt. Providing and applying 15 mm thick cement 284.82 Smt.

plaster double coat of mala cement plaster for

interior plastering having 12 mm th. base coat in

C.M. 1:4 ( 1 cement 4 coarse sand) and 3 mm th.

finishing coat in C.M. 1:2 [ 1 Cement : 2 Coarse

Sand] with trovel finish including Scafolding

Curing etc. Complete. Including Applying two

66 coats of Birla

1138.10 Smt. Providing andor applying

15 mmLappy [Putty]

thick cement 313.10 Smt.

plaster double coat of mala cement plaster for

interior plastering having 12 mm th. base coat in

C.M. 1:4 ( 1 cement 4 coarse sand) and 3 mm th.

finishing coat in C.M. 1:2 [ 1 Cement : 2 Coarse

Sand] with trovel finish including Scafolding

Curing etc. Complete. Including Applying two

67 coats of Birla

2553.30 Smt. Providing 20ormm

faced cement 401.68 Smt.

plaster with Gutkha Finish on wall upto all Full

hight above 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 For All Full

68 818.80 Smt. Height.

P & L 24" x 24" vitrified 8 mm thick tile 1195.34 Smt.

flooring over 20 mm (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 finised with flush pointing & cleaning

the surface etc. complete for DARK shade.

69 793.00 Smt. P & L 24" x 24" vitrified 8 mm thick tile 1472.91 Smt.

flooring over 20 mm (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 finised with flush pointing & cleaning

the surface etc. complete for antiskit.

70 680.00 Smt. Providing and fixing eco-friendly light weight 1674.15 Smt.

calcium silicate false ceiling tiles having Tegular

edge & 15 mm Thick Densified edges on the

Tile Periphery for Extra Strength The Light

weight calcium silicate ceiling tiles shall have,

light reflection 85 % non-combustible as per

B.S. 476 part IV, 100 % humidity resistance and

also having thermal conductivity 0.043° w/m

KC.for the best thermal Insulation . The Light

weight calcium Silicate tile shall be of approved

texture Fine fissured/ Spintone / Cosmos having

NRC value of 0.5 & Globe having NRC value of

0.75 NRC or equivalent of size 595 X 595 mm

to be laid on true horizontal level suspended

inter locking metal grid of hot dipped galvanized

steel sections (galvanizing @120 grams per sqm

including both side) consisting of main ‘T’

runner suitably spaced at joints to get required

length and size of 24 X 38mm made from

mm thick (minimum) sheet, 1200mm centre to

centre, and cross ‘T’ of size 24 X 28mm made

71 288.10 Smt. out of 0.33mm

Providing and (Minimum)

laying Marbo sheet spacedtiles 8 to

Grenite 1195.02 Smt.

10 mm thick , 24'' x 24'' in skrting risers of steps

and dedo on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with white

72 366.80 Smt. Providing and fixing five courses water profing 483.11 Smt.

treatment with bitumen felt consisting of second

and fourth course of blown / bitumen or/ and

residual bitumen applied hot at 1.2 kg.per

Sq.M.of area for each course and first course

with fibre base bitunen saturated under lay type

land third course with fibre base self finished

felt type 2 grade 1 and fifth and final course of

stone grit 6mm and down size or pea sizes gravel

spread at 0.008 Cu. Metre / Sq. metre including

preparation of surface excluding grading

complete. (more than 10 ton)

73 366.80 Smt. Providing and laying broken chine mosaic 779.70 Smt.

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto surface

using white cement including rounding off

junctions and extending them upto 15 cm

along the wall,clearing with water and oxalic

acid etc. as directed.ted.

74 100.00 Rmt Providing laying and jointing in true line and 195.67 Rmt

level 40mm dia.U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings asapproved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be

concealed as directed including necessary

fittings etc. includingtesting of pipe and joints

and fixing the same with adhesive solvent,

including cost of all materials.(A) 50mm OD

75 180.00 Rmt pipe

Providing laying and jointing in true line and 148.12 Rmt

level 40mm dia.U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings asapproved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be

concealed as directed including necessary

fittings etc. includingtesting of pipe and joints

and fixing the same with adhesive solvent,

76 100.00 Rmt including

Providing cost of all

laying andmaterials.(A)

jointing in40mm OD and

true line 91.84 Rmt

level 25mm dia.U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be

concealed as directed including necessary

fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent,

77 110.00 Rmt including

Providing cost of all

laying andmaterials.(A)

jointing in25mm OD and

true line 72.65 Rmt

level 15mm dia.U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be concealed as directed including

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.(A) 15mm

78 13.00 Nos. Providing and fixing Wash down Water closet 4670.44 Nos.

European type W.C. pan with integral P or S trap

including jointing the trap with soil pipe in

cement mortar 1:1 (1 cement : 1 find sand)

(A)Viterous china pattern - I (i)in white colour

With Providing and fixing 12.5 litres low level

flushing cistern with a pair of C.I. or mild

brackets complete with fittings such as lead

value less syphon 15 mm nominal size brass ball

valve with polythene float C.P. brass handle

unions and couplings for connection with inlet,

outlet and overflow pipes. 40 mm dia porcelain

enamelled flush bend including cutting holes in

walls and making good the same conecting the

flush bend with cistren and closed Providing and

fixing plastic seat and cover for wash down

water closet with C.P. brass hinges and rubber

buffersProviding and fixing toilet paper

holder(A) C.P. brass.Providing and fixing screw

down bib taps of follwing size(B) Brass

chromium plated screw down bib tap(i) 15 mm

8.00 Nos. Providing and fixing water closet squatting Pan 1019.19 Nos.

(Indian type W.C. Pan) size 580mm (Earthwork,

bed concrete, foot reste and trap to be measured

and paid for separately) (A) Vitreous China.(I)

Long pattern = White colour

80 18.00 Nos. Providing and fixing wash basin with single hole 1551.03 Nos.

for piller tap with C.L. or M.S. brackets painted

white including cutting holes and making good

the same including piller tap brass waste,

stopckok and MI fisher union fitting waste

pipe:(ii) flat back wash basin 500mm x 400mm

size including all nesessary fitiings

81 12.00 Nos. Providing and fixing Urinal of approved quality 696.00 Nos.

inclding connection the urinal the urinal with

waste pipe tap etc complete (A) white

earthnware flat back or corner type size 430mm

x 260mm x 3500 mm including fixing CP Brass

waste pipe white earthen ware flate back or

corner type size 130 x 260 x 350mm

82 7.80 Smt Providing and laying Both side mirror polished 2173.62 Smt

Granite stone slab 18 mm thick of approved

quality including Full moulded Round front

edge fixed in wall for urinal patition and jointed

with gray cement slurry including rubbing and

polishing etc. complete

83 39.00 Nos. Providing and fixing screw down bib taps of 186.83 Nos.

following size of jaquar brand product as

approved by engineer in charge (I) 15 mm dia.

84 30.00 Nos. providing and fixing SWR nanhi trap of the 666.92 Nos.

following nominal dia of self cleaning design

with C L screwed down of hinged grating

including cost of cutting and making good the

walls floos 100 mm inlet and 50 mm out let etc

85 21.00 Nos. Providing and fixing S.W. gully trap with C.I. 1246.92 Nos.

grating brick masonry chamber and water tight

C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight.(i) Square mouth

traps.(B) 150mm x 100mm size P or R type

86 5.00 Nos. Providing and fixing 600mm x 450mm bevelled 859.41 Nos.

edge mirrror of superior glass mounted on 6mm

thick A.C. sheet or plywood sheet and fixing to

wooden pluge with C.P. brass screws and

87 5.00 Nos. Providing and fixing C.P. brass towel rail 616.35 Nos.

comlete with C.P. brass brackets fixed to

wooden plugs with C.P. brass scews.(B) 600mm

88 5.00 Nos. Providing and fixing toilet paper holder.(A) C.P. 427.99 Nos.

89 12.00 Nos. Providing and fixing brass screw down stop 205.83 Nos.

tap.(A) 15mm dia.

90 1.00 Nos. Providing and fixing ball cock of approved. 102.91 Nos.

quality as directed.(B) Abonite (ii) 25mm dia.

91 1.00 Nos. Providing and fixing brass screw down stop 220.82 Nos.

tap.(A) 25mm dia.

92 90.00 Rmt Providing and fixing to wall ceiling and floor 339.05 Rmt

10.0 Kg. F/Cm2 working pressure poluthene

pipes of the following outside Dia. Low densidy,

complete with special falnge compression type

fittings, wall clipsetc. including making good the

wall ceiling and floor.(G)110 mm

93 80.00 Rmt Providing and fixing to wall ceiling and floor 280.23 Rmt

10.0 Kg. F/Cm2 working pressure polythene

pipes of the following outside Dia. Low densidy,

complete with special falnge compression type

fittings, wall clipsetc. including making good the

wall ceiling and floor.(F) 75mm

94 5.00 Nos. Providing sock pit of 5.00 Cu.M. Volume 3486.88 Nos.

including excavating and filling brickbats with

dry masonry work at top for 45cm. height

including covering the top with stone including

providing vatas in C.M. 1:3 with finishing curing

etc. complete as directed.

95 6.00 No. providing and fixing in position cowl vent to 505.17 No.

pipe (II) 100mm

96 102.00 Rmt. Providing and fixing G.I. Rain water spout of 101.91 Rmt.

50mm dia. and 30cm. length.

97 7.55 Cumt Providing and filling sand behind abutments and 571.92 Cumt

between returns in layers as directed

98 4542.80 Smt Wall painting (two coats) with plastic emulsion 85.35 Smt

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

99 2553.30 Smt Finishing wall with weather proof exterior 122.14 Smt

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc

100 193.70 Smt painting two cosat (including priming coats) on

new steel and other metal surfece with enamel

paint,brushing interior to give an even shade

including cleaning the surfece of all dirt,dust and

other foreign matter.

101 5.00 No. Constructing Brick masonry road gully chamber 2017.19 No.

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

102 50.00 Rmt Providing & Laying (two level orslopes) and 1077.19 Rmt

jointing reinforced concrete light duty

nonpressure pipe I.S class NP2 of The following

internal diameter with collares and bunt ends

prepared for callar jointeds including testing of

complete (A)450mm

103 10000.00 Lit. Providing erecting and fixing double coated 3.95 Lit.

Syntex PVC. (ISI) water tank of required

capacity each with all necessary fittings and

connection etc. complete on terrace.

104 38.00 Rmt Providing and fixing S.S. railing 90 cm height 4944.15 Rmt

fixed on side of stair with necessary hold fast

with 12 x 12 mm S.S. square vertical balustrade

2 no each per tread with 2 nos of 40 mm x 4 mm

S S flats tie at 30 cm and 60 cm height from the

tread with 40 mm dia S S hand rail on the top

including cutting welding fabricating including

polishing etc. complete.

105 1.00 Nos. Informatory Signs :-Providing and fixing sing 3856.90 Nos.

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings

in black and whitebends. the details of symbol

for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade..............................

106 6.10 Smt. Providing and Fixing 6 mm thick Lexan 1441.90 Smt.

Polycarbonate multi wall roofing sheet fixed

with hilti screw and rubber silicon sealer and

alluminium strip of size 50 x 3 mm etc complete

as directed by Engineer in charge.

107 1.00 Nos. Providing, Fixing and Supply Installation of New 1499850.00 Nos.

Elevator in 1.00M / sec speed gearless Passenger

lift Machine in 6 Person Capacity of ground and

three floor Traveling height with all equipments,

materials etc. complete as per engineer in charge.

108 40.00 Nos. Supplying and planting of Shrubs of variety in 303.00 Nos.

pits by filling good earth and manure (mixed in

equal portion and filled upto entire depth of pit,

inclusive of cost of plants and fertilizer

application). Shrub plantation will be as

mentioned in drawing or as directed by the

consultant / Engineer in charge and watering

complete including its maintenance and

replacement of diseased and dead plants up to

months maintenance.Long (4'6")

109 120.00 Nos. Supplying and planting of Shrubs of variety in 50.50 Nos.

pits by filling good earth and manure (mixed in

equal portion and filled upto entire depth of pit,

inclusive of cost of plants and fertilizer

application). Shrub plantation will be as

mentioned in drawing or as directed by the

consultant / Engineer in charge and watering

complete including its maintenance and

replacement of diseased and dead plants up to

months maintenance..Short

110 4.00 Nos. Providing, Fixing and Supply Installation of New 100848.50 Nos.

Usha Water Cooler Ergonomically designed for

greate safety and Operational converience etc.

complete as per engineer incharge.

111 24.00 Nos. Providing and fixing in position 150 mm high, 404.00 Nos.

English/ Gujarati letters made from 1.0 mm thick

stainless steel sheet as directed by Engineer in

charge with all necessary tools & plants

112 24.00 Nos. Providing and fixing in position 300 mm high, 808.00 Nos.

150 mm wide English/ Gujarati letters made

from Engineer in charge with all necessary tools

& plants etc. complete.

113 242.50 Smt. Providing & fixing parking shed using M.S. Pipe 3800.63 Smt.

of 75 mm diameter in required shape and design

including bending of pipe and 6 mm thick Lexan

Polycarbonate Multi Wall Roofing sheet

including one coat of primer and two coats of oil

painting complete as directed..

114 218.80 Cmt. Box cutting the road surface to proper slope and 112.02 Cmt.

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

115 136.80 Cmt. Construction of granular sub-base Grading-I by 1103.93 Cmt.

providing coarse graded B.T. machine crushed

material satisfying MOST specification of

grading I including spreading in uniform layers

with motor grader on prepared surface, mixing

by mix in place method with rotavator at OMC,

and compacting with vibratory roller to achieve

the desired density, etc complete.

116 82.10 Cmt. Providing and laying cement concrete 1:4:8 ( 1 2754.51 Cmt.

Cement : 4 coarse sand : 8 BT.M.C aggregates

40mm nominal size) and curring complete

excluding cost of form work in. ( A ) Foudation

117 125.80 Cmt. Pavement Quality Concrete (M30 ) 5110.20 Cmt.

Construction of un-reinforced, dowel jointed,

plain cement concrete pavement over a prepared

sub base with concrete grade M30, coarse and

fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per

approved mix design, transported to site, laid

with a fixed form or Pre mix paver, spread,

compacted and finished in a continuous

operation including provision of tempreture

reinforcement at the rate of 3.50 kg/sq.mt

contraction, expansion, construction and

longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures

as approved, curing compound, finishing to lines

and grades as per drawing and as directed by the

engineer in charge.

118 7.90 Cmt. Filling in plinth with sand under floors Including 489.28 Cmt.

watering ramming. consolidating and dressing

119 33.60 Sq.mt Providing and laying white glazed tiles 6mm 964.48 Sq.mt

thick in flooring treads of steps and landing laid

on a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) finishing with flush

pointing in white cement.

120 69.50 Sq.mt Providing and laying white glazed tiles 6mm 1127.48 Sq.mt

thick in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse

sand) and jointed with white cement slurry

121 4.00 Nos. Providing and fixing C.I. Manhole cover 0.60 M. 958.17 Nos.

x 0.45M. size having weight not less than 35Kg.

122 2.00 Set Supplying of single phase submersible pump set 16432.70 Set

suitable for 100 mm size or more dia bore well

having motor capacity and discharge as under

with necessary panel box (c) Motor rating 2 HP

(17 stage) pump having capacity of 106 LPM at

40 mtr head suitable for 32 mm dia. delivery

pipe (Cat - II)

123 5.00 Nos. Providing and fixing Gun metal check or non- 663.43 Nos.

return fullway wheel valve (E) 40mm dia.

124 1.00 Nos. Supply, of single outlet diffuser horizontal type 167660.00 Nos.

centrifugal pump of capacity 40 H.P 650 LPM at

70 Mt. head with 2900 RPM Motor including all

accessories. (Main Pump)

125 1.00 Nos. Supply, of single outlet diffuser horizontal type 70700.00 Nos.

centrifugal pump of capacit .5 H.P 180 LPM at

70Mt. Head including th 2900 RPM Motor

lncluding of accessories.(Jocky Pump)

126 1.00 Nos. Supply of fire fighting pump having cast iron 474195.00 Nos.

casing, alloy bronze impellers and diffusers,

Pump shall be directly coupled to 2900 RPM

415 V 50 cys. AC 3 phase TEFC squirrel cage

motor, capacity 2800 @ 80 meter head LPM

from all causes including pressure gauges etc.

(D.G Pump) INCLUDING ALL

ACCESSORIES Make - Luby / Kirlosker.

127 1.00 Nos. SITC of Main Fire Fighting Control Panel with 101505.00 Nos.

Auto Control System. (Make: switchgear.: L&T /

128 200.00 Nos. Structural fabricated MS supports. 111.10 Nos.

129 5.00 Nos. SITC of Butterfly Valve (BFV) Make- Kartar 5151.00 Nos.

130 5.00 Nos. SITC of Butterfly Valve (BFV) Make- Kartar 3939.00 Nos.

131 2.00 Nos. SITC of Butterfly Valve (BFV) Make- Kartar 2575.50 Nos.

132 1.00 Nos. SITC of NRV Make - kartar / ISI (80 mm) 4292.50 Nos.

133 1.00 Nos. SITC of NRV Make - kartar / ISI (100 mm) 4797.50 Nos.

134 1.00 Nos. SITC of FOOT VALVE Make- kartar / ISI 10958.50 Nos.

135 1.00 Nos. SITC of FOOT VALVE Make- kartar / ISI (80 9948.50 Nos.

136 5.00 Nos. SITC Pressure Gauge 0 to 15Kg/cm2 2474.50 Nos.

137 3.00 Nos. SITC of Pressure switch Make- Dannfos 1868.50 Nos.

138 3.00 Nos. SITC of Air Release Valve make : Zoloto 2727.00 Nos.

139 8.00 Nos. SITC Boll valve 15mm 1060.50 Nos.

140 40.00 Nos. 4 CORE armored cable for pannel and pump 1010.00 Nos.

connecrion (25 mm 4 core copper armored

141 40.00 Nos. 4 CORE armored cable for pannel and pump 404.00 Nos.

connecrion (6 mm 4 core copper armored cable)

142 40.00 Nos. 4 CORE armored cable for pannel and pump 707.00 Nos.

connecrion (120 mm 4 core copper armored

143 60.00 Nos. Supplying, installing, testing and commissioning 2474.50 Nos.

of GI 'C' class pipe line confirming to IS

with Reducers, elbows, flanges. Necessary

flanges, laying of pipe, proper supports at

bottom. The pipes shall be painted with primer &

Paint using approved type, M.S. suppo at

standard spacing, anchor asteners, bolts, nuts,

clamp rails "U" & threaded bolt, Including

cutting, Welding, fixing in / on walls, ceiling by

using the supports etc, (Including Fittings.)

144 30.00 Nos. Supplying, installing, testing and commissioning 1717.00 Nos.

of GI 'C' class pipe line confirming to IS

with Reducers, elbows, flanges. Necessary

flanges, laying of pipe, proper supports at

bottom. The pipes shall be painted with primer &

Paint using approved type, M.S. suppo at

standard spacing, anchor asteners, bolts, nuts,

clamp rails "U" & threaded bolt, Including

cutting, Welding, fixing in / on walls, ceiling by

using the supports etc, (Including Fittings.)

145 60.00 Nos. Supplying, installing, testing and commissioning 1111.00 Nos.

of GI 'C' class pipe line confirming to IS

with Reducers, elbows, flanges. Necessary

flanges, laying of pipe, proper supports at

bottom. The pipes shall be painted with primer &

Paint using approved type, M.S. suppo at

standard spacing, anchor asteners, bolts, nuts,

clamp rails "U" & threaded bolt, Including

cutting, Welding, fixing in / on walls, ceiling by

using the supports etc, (Including Fittings.)

146 70.00 Nos. Supplying, installing, testing and commissioning 858.50 Nos.

of GI 'C' class pipe line confirming to IS

with Reducers, elbows, flanges. Necessary

flanges, laying of pipe, proper supports at

bottom. The pipes shall be painted with primer &

Paint using approved type, M.S. suppo at

standard spacing, anchor asteners, bolts, nuts,

clamp rails "U" & threaded bolt, Including

cutting, Welding, fixing in / on walls, ceiling by

using the supports etc, (Including Fittings.)

147 30.00 Nos. Supplying, installing, testing and commissioning 681.75 Nos.

of GI 'C' class pipe line confirming to IS

with Reducers, elbows, flanges. Necessary

flanges, laying of pipe, proper supports at

bottom. The pipes shall be painted with primer &

Paint using approved type, M.S. suppo at

standard spacing, anchor asteners, bolts, nuts,

clamp rails "U" & threaded bolt, Including

cutting, Welding, fixing in / on walls, ceiling by

using the supports etc, (Including Fittings.)

148 30.00 Nos. Supplying, installing, testing and commissioning 555.50 Nos.

of GI 'C' class pipe line confirming to IS

with Reducers, elbows, flanges. Necessary

flanges, laying of pipe, proper supports at

bottom. The pipes shall be painted with primer &

Paint using approved type, M.S. suppo at

standard spacing, anchor asteners, bolts, nuts,

clamp rails "U" & threaded bolt, Including

cutting, Welding, fixing in / on walls, ceiling by

using the supports etc, (Including Fittings.)

149 1.00 Nos. Anticorrosiving coating treatment for 707.00 Nos.

underground Piping,

150 5.00 Nos. SITC of Hydrants single headed Fire Hydrant 5757.00 Nos.

Valve S.S 63mm dia female instantaneous outlet

landing valve (IS)

151 5.00 Nos. SITC 15 meter long 63mm dia Type –A RRL 5454.00 Nos.

hose Pipe with Aluminum Male & Female

Coupling. Confirm to IS : 636 (ISI)

152 5.00 Nos. SITC of 63mm dia Aluminum Short branch pipe 2979.50 Nos.

confirmed to IS: 2871 (As per ISI)

153 5.00 Nos. SITC of Hose box cabinet to accommodate 1 2424.00 Nos.

sets of hose of 15mt length 1 branch pipe with

nozzle. The cabinet is made of MS sheet with a

door, glass font with hinged door and lock. The

cabinet is painted to scarlet red colour & wall

mounted. (AS PER IS)

154 5.00 Nos. Hose Reel, swinging wall mounting type, 6009.50 Nos.

complete with 19m / 20mm bore, 30 Mtr long

high pressure draided rubber hose, bearing

IS:444 Type ll mark, 6mm bore GM shut-off

155 1.00 Nos. Supply, installation & testing Providiing and 10352.50 Nos.

fixing gun metal fire brigade connection FOUR

way outlet hydrant valve consisting of 2 nos

mm dia instantaneouus type male coupling with

built-in check valves and 150 mm dia. flanged

outlet complete wit bolts, nuts and rubber

insertions as required as per IS:904-1983.Qouted

rate shall be included with C.I. Butterfly valve,

C.I. Non-return valve, M.S. cabinet of suitable

size and mounting supports etc. complete.

156 40.00 Nos. SUPPLY TO FEXIBLE HOSE PIPE 1000 MM 2474.50 Nos.

157 40.00 Nos. Sitc of Pendant Type Sprinkler 68 degree 353.50 Nos.

158 1.00 Nos. SITC of Fire Alarm Panel Conventional type 6 23735.00 Nos.

Zone / loop with complete all accessories. Make

159 10.00 Nos. SITC of Sound Hooter Conventional type with 1414.00 Nos.

complete all accessories . Make : Agni

160 10.00 Nos. SITC of Manual Call Point Conventional type 1313.00 Nos.

with complete all accessories. Make : Agni

161 30.00 Nos. SITC of Detector Conventional type with 1515.00 Nos.

complete all accessories. Make : Agni

162 700.00 Nos. Armored Cable for Fire Alarm system 116.15 Nos.

163 12.00 Nos. Fire Extinguisher ABC type 6 Kg Make : ISI 2070.50 Nos.

164 12.00 Nos. Fire Extinguisher Co2 type 4.5 Kg Make : ISI 5100.50 Nos.

165 1.00 Nos. Laisoining work for Fire NOC 101000.00 Nos.

166 27.40 cu.mt Providing and laying cement concrete 1:4:8 (1 2781.12 cu.mt

Cement: 4 coarse sand: 8 crushed stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

167 585.00 Kgs. Providing & fixing M.S. grill / M.S. door of 168.67 Kgs.

required pattern to wooden frames of windows/

brick masonry with necessary M.S. angle, M.S.

pipe, M.S. flats and other structural steel at

required spacing and frame alround square or

round bars with round headed bolts and nuts or

by screws (Plain Grills) Including primer coat of

approved quality and two coats of oil paintings

etc. complete as directed.

168 60.00 Rmt Drilling of horizontal bore inwell in hard strata 622.00 Rmt

of required size and length (without air

compressor test & dewatering) (1) - 115 mm dia

169 60.00 Rmt Providing and supplying in standard length ISI 439.00 Rmt

mark rigid unplasticised PVC pipes suitable for

potable water with ring fit joint including cost of

rings, as per IS specification no. 4985/1988

including all local and central taxes,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the

departmental stores and including cost of

jointing meterial etc. complete. (D) Test Pressure

10 Kg/cm2. (4) 110 mm Dia

170 60.00 Rmt Lowering, laying, fixing and jointing PVC / 19.00 Rmt

uPVC / cPVC pipes and specials of following

class and diameter including cost of conveyance

from stores to site of works including cost of

labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code.

171 0.43 Cmt Providing and filling Gravel Between Pipe and 681.04 Cmt

Bore holes as per directed.

172 1.00 Nos. Supplying of single phase submersible pump set 16432.70 Nos.

suitable for 100 mm size or more dia bore well

having motor capacity and discharge as under

with necessary panel box (c) Motor rating 2 HP

(17 stage) pump having capacity of 106 LPM at

40 mtr head suitable for 32 mm dia. delivery

pipe (Cat - II)

173 20.00 Nos. Providing & Fixing Wooden office Table having 25600.00 Nos.

0.75 m height, 1.65 m in length and 0.90 m in

width using 18mm thick waterproof plywood,

40mm x 15mm teakwood patti. With laminatre

sheet formica handels, fasterning & Fixturing

including cost of all material and labours inside

one priming coat & two coat of oil painting etc

complete as per drawing and as per instruction of

engineer in charge.

174 30.00 Nos. Providing & Fixing Wooden Office Table 8000.00 Nos.

having 1.05 m Height , 2.40 m in length and

in width using 25mm thick waterproof plywood

with laminatre sheet formica handels, fasterning

& fixturing including cost of all material and

labours inside one primimg coat & two coat of

oil painting etc, complete as per drawing and as

per instruction of engineer in charge.

175 1.00 Nos. Providing & Fixing Modular Extendable 105000.00 Nos.

Conferance Table Prelam Particle Board (both

side) Table Top Wooden/Engineer Wood using

18mm thick wooden leg and 25 mm table top

thickness with postlam particle board with

laminatre on one side and veneer on other side,

fasterning & fixturing including cost of all

material and labours inside one primimg coat &

two coat of oil painting etc, complete as per

drawing and as per instruction of engineer in

176 30.00 Nos. Providing & Fixing Computer work station 6000.00 Nos.

(Modular type) Table size : 1.20 Length x

Width x 0.75 Height with drawers and key

board trey with using 18 mm W.P. Plywood

laminate sheet teak wood hardware lumpsum

Two Glass, Key Board Trey Labour charge.

Trolly Pilish work as directed.

177 70.00 Nos. Providing and placing "Office Revolving full 18500.00 Nos.

back chair of seat size 450mm X 450mm, from

seat using special hi-density U foam covering

with good quality of velvet at seat and back and

scientifically curved back position and PU type

or SS good quality handels Hi-quality castor

fitted Metal powder coated, five prone made out

of deep drawn CRCA sheet stand and along with

good quality of powder coated steel structure

frame of required size and tilt adjustment by

concealed spring as design approved by

Engineer-in-Charge. The chair shall be of

Methodax Honco HB series, Hoff or Godrej's

similar equivalent series and make or its

equivalent make as per Image.

178 60.00 Nos. Providing & Supplying Revolving chair with 2700.00 Nos.

knee tilt mechanism Chair in Material: Fabric,

Normal Padded Seat 7 Back Foam Moulded

Seat, High Quality PP Arm Rest tension Control

Tilt Mechanism. High Gauge MS Steel Base.

Colour as directed engineer in charge

179 15.00 Nos. Providing & Supplying 3 seater stainless steel 9499.00 Nos.

Benches and with back rest surface mount

stainless steel bench conforming to RDSO spen

as directed engineer in charge

180 45.00 Nos. Providing and Supplying of steelite star types of 9900.00 Nos.

shelving cabinets large.

181 40.00 Rmt. Providing and laying in ground 90 mm diameter 271.69 Rmt.

PVC rain water pipe 10 Kg/cm2 pressure

including with ncessary fittings connection as er

detail drawing as directed Engineer in charge

Excavation complete.

182 60.00 Rmt. Providing and laying in ground 110mm diameter 344.41 Rmt.

PVC rain water pipe 10 Kg/cm2 pressure

including with ncessary fittings connection as er

detail drawing as directed by Engineer in charge

Excavation complete.

183 4.00 Nos. Providing filter chamber of size 1.5 x 1.5 m x 13664.29 Nos.

1.50 m excavation, C.C. 1:2:4 bed concrete

including brick work in C.M 1:6 for 23mm thick

wall & C.M 1:4 for half brick masonary wall

including 15 mm thick cement plaster & 15 cm

R.C.C. 1:2:4 top cover & filling filter material

Kapachi & sand as per detailed drawing.

184 4.00 Nos. Providing recharging pit of size 1.5 mt x 1.5 mt 4475.31 Nos.

x 1.2 mt for water logging with excavation filling

the pit with brick bats and sand in layers

including making 300mm dia. Bore depth of

m & filling brickbats as per drawing as directed.

185 12.00 Nos. Constructing Brick masonry road gully chamber 2017.19 Nos.

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

186 4.00 Nos. RCC precast M.H. fram & Cover manufacture, 1121.00 Nos.

supply & dilivery at store or at work precast

RCC M200 fram & cover suitabl to drainage

M.H. and as per type design & drawing

including cost of reinforcement M.S. angles or

flat, curing mold work etc.(Frem)

187 4.00 Nos. RCC precast M.H. fram & Cover manufacture, 1173.00 Nos.

supply & dilivery at store or at work precast

RCC M200 fram & cover suitabl to drainage

M.H. and as per type design & drawing

including cost of reinforcement M.S. angles or

flat, curing mold work etc.(Cover)

Part A :- Civil Work Total :-

Part B :- Eletrical Work Total :-

Rs. Four Corer Twenty Three Thousand Nine Hundred Sixty Five and Paise Fifteen Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should

be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 1:- All Works shall be carried out as per Public Work Department Handbook and other

specification of Division or as Directed.

Note 2 :- All the columns Is Schedule Should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in all

respect and hold good for work under all conditions, site, moisture, weather etc.

Note 4:- to be continued on additional sheets , if found necessary.

Note 5:- The above Schedule Rates are Excluded GST.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division