Construction of Community Hall At Baliyasan Village. Ta. Mehsana, Dist. Mehsana.

Construction of Community Hall At Baliyasan Village. Ta. Mehsana, Dist. Mehsana.

QUANTITY STATEMENT

It. Description of Item (with brief specification and Estimated rate

Quantity Unit Rate In Amount

No. reference to book of specifications) In words

1 Excavation for foundation upto 1.5 m depth including 75.49 Cum. 122.99 Rupees One

sorting out and stacking of useful materials and Hundred Twenty

disposing off the excavated stuff upto 50 Meter lead.(A) Two and Paise

Loose or soft soil Ninety Nine

2 Filling available excavated earth excluding rock in trenches 52.85 Cum 136.92 Rupees One

plinth side of foundation etc. in layer not exceeding 20cm. Hundred Thirty

In depth consolidation each deposited layer by ramming Six and Paise

and watering. Ninety Two Only

3 Filling foundation and plinth with murrum or selected soil in 23.98 Cum 269.75 Rupees Two

layers of 20 cm. thickness includind watering, ramming and Hundred Sixty

consolidating etc. comp. Nine and Paise

4 Applying general insecticide pest control treatment to 82.26 Sqm. 80.62 Rupees Eighty

floors, cupboards etc including labour material etc. and Paise Sixty

complete. Using Heptachloride 20 EC. As Per 6113_pests Two Only

Consentration Weight 0.50 percent is recommended one

litre chemical emulsion dillute with 39 liter of water will

give. Total dillute concrentration will be 40 litre inclusive of

one litre chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 4.32 Cum 3587.13 Rupees Three

Coarse sand : 4- graded stone aggregates 20 mm nominal Thousand Five

size) and curing complete excluding cost of formwork in (A) Hundred Eighty

Foundation and Plinth Seven and Paise

6 Providing and laying nominal cement concrete M-200 in R. 7.20 Cum 6557.30 Rupees Six

C. C. 1:1 1/2 :3 (1 cement : 1 1/2 coarse sand : 3 graded Thousand Five

stone aggregate 20 mm. Nominal size) and curing complete Hundred Fifty

including the cost of form work but excluding the cost of Seven and Paise

reinforcement for R.C.C. work in foundation footing base of Thirty Only

column & mass concrete.

7 Providing and laying nominal cement concrete M-200 in 2.37 Cum 7142.15 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand One

stone agregate 20 mm. Nominal size) including finishing Hundred Forty

smooth with curing complete including the cost of form Two and Paise

work but excluding the cost of reinforcement for R.C.C. Fifteen Only

work in column Upto ground level.

8 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 10.92 Cum 3193.42 Rupees Three

Coarse sand : 6 graded B.T stone aggregate 20mm Thousand One

nominal size) Curing comp. including cost of form work in Hundred Ninety

foundation and plinth. Three and Paise

9 Providing and laying nominal cement concrete M-200 in 3.32 Cum. 8489.82 Rupees Eight

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Four

stone agregate 20 mm. Nominal size) including finishing Hundred Eighty

smooth with curing complete including the cost of form Nine and Paise

work but excluding the cost of reinforcement for R.C.C. Eighty Two Only

work in column for ground Floor

10 Providing and laying nominal cement concrete M-200 in 0.63 Cum. 8527.99 Rupees Eight

R.C.C. 1: 2 :4 (1 cement : 2 coarse sand : 4 graded stone Thousand Five

agregate 20 mm. Nominal size) including finishing smooth Hundred Twenty

with curing complete including the cost of form work but Seven and Paise

excluding the cost of reinforcement for R.C.C. work in Ninety Nine

column for First floor. Only

11 Providing and laying nominal cement concrete M-200 in 3.79 Cum 6126.35 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand One

stone agregate 20 mm. Nominal size) including finishing Hundred Twenty

smooth with curing complete including the cost of form Six and Paise

work but excluding the cost of reinforcement for R.C.C. Thirty Five Only

work (c) PLINTH BEAM

12 Providing and laying nominal cement concrete M-200 in 5.35 Cum. 6582.40 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Five

stone agregate 20 mm. Nominal size) including finishing Hundred Eighty

smooth with curing complete including the cost of form Two and Paise

work but excluding the cost of reinforcement for R.C.C. Forty Only

work for Beam Ground Floor.

13 Providing and laying nominal cement concrete M-200 in 1.54 Cum. 7494.62 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Four

stone agregate 20 mm. Nominal size) including finishing Hundred Ninety

smooth with curing complete including the cost of form Four and Paise

work but excluding the cost of reinforcement for R.C.C in Sixty Two Only

LINTELS Ground Floor.

14 Providing and laying nominal cement concrete M-200 in 1.00 Cum. 6363.05 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Three

stone agregate 20 mm. Nominal size) including finishing Hundred Sixty

smooth with curing complete including the cost of form Three and Paise

work but excluding the cost of reinforcement for R.C.C in Five Only

CHHAJJAS Ground Floor.

15 Providing and laying nominal cement concrete M-200 in 10.48 Cum 6553.15 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Five

stone agregate 20 mm. Nominal size) including finishing Hundred Fifty

smooth with curing complete including the cost of form Three and Paise

work but excluding the cost of reinforcement for R.C.C in Fifteen Only

slabs for Ground Floor.

16 Providing TMT Bar FE 500/500D reinforcement for R.C.C. 3330.00 Kg 77.29 Rupees Seventy

work including bending, binding and placing in position Seven and Paise

complete upto floor two level. Twenty Nine

17 Brick work using common burnt clay building bricks having 10.89 Cum 3424.52 Rupees Three

crushing strength not less than 35 Kg./Sq.m. in foundation Thousand Four

and plinth in cement mortar 1:6 (1 cement:6 fine sand) (b) Hundred Twenty

Conventional. Four and Paise

18 Brick work using common burnt clay building bricks having 20.64 Cum 3706.17 Rupees Three

crushing strength not less than 35 Kg./ Sqm. in cement Thousand Seven

mortar 1:6 ( 1 cement : 6 Fine sand ) in super structure Hundred Six and

above plinth level upto floor two level ( for G.F ) Paise Seventeen

Conventional Only

19 Brick work using common burnt clay building bricks having 5.61 Cum 3740.39 Rupees Three

crushing strength not less than 35 Kg./ Sqm. in cement Thousand Seven

mortar 1:6 ( 1 cement : 6 Fine sand ) in super structure Hundred Forty

above plinth level upto floor two level ( for F.F ) and Paise Thirty

Conventional. Nine Only

20 Half brick masonary in common burnt clay building bricks 10.43 Sqm. 656.74 Rupees Six

having crushing strength not less than 35kg./sq.cm. in Hundred Fifty

cement mortar 1:3 (1 cement : 3 coarse sand ) with 2nos. of Six and Paise

6mm dia mild steel round bars every three coarse Seventy Four

embedded in cement mortar in superstructure for Ground Only

floor (Conventional)

21 Providing and fixing mild steel door with 40 x 40 x 6 mm 336.00 Kgs. 106.35 Rupees One

angle for frame and for shutter frame 30 x 30 x 3 angle. For Hundred Six and

windows frame of angle 35 x 35 x 5 & for shutter windows Paise Thirty Five

25 x25 x 3 mm size angle and 18 gauge sheet for panels & Only

10 mm dia bars at 10 cm c/c for grill and 40 x 6 mm flats on

edge of shutter, & 20 x 6 mm binding patti, including one

coat of primer and two coats of oil painting etc. comp. as

per detail / as directed by Engineer in charge.

22 Providing and fixing FRP frame size 100x50 mm and 28mm 5.36 Sqm. 2377.76 Rupees Two

thick FRP depress panel shutter having extra reinforcement Thousand Three

on sides & edges in Gel coat finish. The core of the shutter Hundred

& frame is to be filed up with injected fire retardant grade Seventy Seven

polyurethene foam done in situ alongwith embedded and Paise

wooden pieces for stiffening & also taking hinges & Seventy Six Only

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

necessary screws & alluminium fixtures & fastenings &

fastener sleeve.

23 Providing and fixing extruded aluminum window having 10.80 Sqm 1713.70 Rupees One

extruded aluminum Colour anodized section frame main Thousand Seven

outer size 63.5mm x 38.10mm x 1.95mm @ Wt.1.094 Hundred

Kg/mt, horizontal two track member size 61.85mm x Thirteen and

31.75mm x 1.20mm @ Wt. 0.695 Kg/mt,vertical member of Paise Sixty Nine

size 61.85mm x 31.75mm x 1.30mm @ Wt. 0.659Kg/mt Only

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 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.

24 Providing and fixing standared extruded of alluminium 1.08 Sqm 1175.56 Rupees One

section of size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Thousand One

Kg/mt with colour anodized alluminium frame for Hundred

ventilation with 5 mm thick frosted glass as details etc Seventy Five and

complete for Ventilation {Colour as directed by Engineer in Paise Fifty Five

charge except black & Alluminum section shall be Jindal or Only

equivalent brand and glass of Modiguard, AIS or equivalent

25 Providing and fixing Safty grills of required pattern for 309.60 Kgs. 107.67 Rupees One

windows Rectangular CRC pipes of size 50 x 30 x 2mm at Hundred Seven

required spacing as per design including fixing rat mesh and Paise Sixty

and hold fasting with coach bolts including one coat of Seven Only

primer and two coats of mattfinished oil painting etc

26 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 58.42 Sqm 1120.36 Rupees One

24'' in flooring treads of steps and landing laid on a bed of Thousand One

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) Hundred Twenty

finishing with flush pointing in white cement. and Paise Thirty

27 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 3.33 Sqm 1195.02 Rupees One

24'' in skrting risers of steps and dedo on 10mm thick Thousand One

cement plaster 1:3 (1-cement : 3-coarse sand) and jointed Hundred Ninety

with white cement slurry Five and Paise

28 Providing and laying Machine cut, Free edges, Machine 5.40 Sqm 2349.26 Rupees Two

polished Green Marble stone slab 18 mm (Average) thick Thousand Three

{Single piece not more than 150 cm } for stair steps and Hundred Forty

riser as per design incl. full moulded round front edge & 1 Nine and Paise

cm nosing & necessary groobe on trade of steps laid on 20 Twenty Six Only

mm thick cement mortar 1:6 (1 -cement : 6 coarse sand )

jointed with grey cement slurry including rubbing and

polishing etc. complete

29 Providing and laying Ceramic tiles 6mm thick in flooring 9.48 Sqm 994.37 Rupees Nine

treads of steps and landing laid on a bed of 12mm thick Hundred Ninety

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing Four and Paise

with flush pointing in white cement. Thirty Seven

30 Providing and laying coloured glazed tiles of the size 300 31.00 Sqm 1090.32 Rupees One

mm x 200 mm x 8 mm / 300 mm x 450 mm x 8 mm in Thousand

skirting, risers of steps and dedo on 10 mm. thick cement Ninety and

plaster 1:3 (1 cement : 3 coarse sand) & jointed with white Paise Thirty Two

cement slurry. Only

31 Providing and laying broken china mosaic flooring 73.24 Sqm 779.70 Rupees Seven

for terrace using 12 mm to 20 mm broken pieces of glazed Hundred

tiles to be laid over cement mortar 1:3 to plain or slope and Seventy Nine

to be tempered to bring mortar creme out upto and Paise

surface using white cement including rounding off Seventy Only

junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

32 Providing 15mm thick cement plaster ( Mala Trowel finish) 126.86 Sqm 215.85 Rupees Two

in Single coat on brick/concrete walls for interior plastering Hundred Fifteen

upto floor two level and finished even and smooth in (i) and Paise Eighty

Cement mortar 1:4 (1-cement:4-sand) including finishing Five Only

coat of neat cement slurry for Ground Floor

33 Providing 15mm thick cement plaster ( Mala Trowel finish) 47.88 Sqm 239.79 Rupees Two

in single coat on brick/concrete walls for interior plastering Hundred Thirty

upto floor two level and finished even and smooth in (i) Nine and Paise

Cement mortar 1:4 (1-cement:4-sand) including finishing Seventy Nine

coat of neat cement slurry for First Floor Only

34 Providing 10mm thick cement plaster in single coat on 86.20 Sqm 215.30 Rupees Two

brick/concrete walls for interior plastering upto floor two Hundred Fifteen

level and finished even and smooth in (i) Cement mortar and Paise Thirty

1:3 (1-cement:3-sand) including finishing with a flating coat Only

of neat cement slurry etc. complete. for Ground Floor

35 Wall painting (two coats) with plastic emulsion paint of 174.74 Sqm 82.97 Rupees Eighty

approved brand and manufacture on undecorated wall Two and Paise

surface to give an even shade including throughly brushing Ninety Seven

the surface free from mortar droppings and other foreign Only

matter and sand papered smooth.

36 Wall painting (two coats) with plastic emulsion paint of 86.20 Sqm 82.97 Rupees Eighty

approved brand and manufacture on undecorated Ceiling Two and Paise

surface to give an even shade including throughly brushing Ninety Seven

the surface free from mortar droppings and other foreign Only

matter and sand papered smooth.

37 20mm thick sand faced cement plaster on walls upto height 193.73 Sqm 321.10 Rupees Three

10 metres above ground level consisting of 12mm thick Hundred Twenty

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick One and Paise

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. Ten Only

38 Providing and laying Mirror polished Machine polished 9.90 Sqm. 2579.54 Rupees Two

Gren Marble stone slab 18 mm (Average) thick for For Thousand Five

Doors / WIndows cill & Jams Clading as per design incl. full Hundred

moulded round front edge in trade of steps laid on 20 mm Seventy Nine

thick cement mortar 1:6 (1 -cement : 6 coarse sand ) and Paise Fifty

jointed with grey cement slurry including rubbing and Four Only

polishing etc. complete For Doors / WIndows cill & Jams

39 Finishing wall with weather proof exterior emulsion paint 193.73 Sqm. 73.75 Rupees Seventy

on wall surface (two coats) to give an required shape even Three and Paise

shade after thoroughly brushing the surface to remove all Seventy Five

dirt, and remains of loose powdered materials.etc complete Only

40 Providing laying and joining in true line and level U.P.V.C. 25.00 Rmt. 91.84 Rupees Ninety

Pipe (SCH-40) including fittings of Prince / Supreme / Astral One and Paise

/ Finolex or equivelant make or as approved by Engineer in Eighty Four Only

Charge . Pipe shall be fixed on the wall with the help of

clamp at every two meter C/C or shall be concelled as

directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent

including cost of all materials (i) 25mm dia.

41 Providing laying and joining in true line and level U.P.V.C. 50.00 Rmt. 72.65 Rupees Seventy

Pipe (SCH-40) including fittings of Prince / Supreme / Astral Two and Paise

/ Finolex or equivelant make or as approved by Engineer in Sixty Four Only

Charge . Pipe shall be fixed on the wall with the help of

clamp at every two meter C/C or shall be concelled as

directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent

including cost of all materials (ii) 15mm dia.

42 Providing and fixing C.P. Bib Cock 15mm dia. Heavy Duty 4.00 No. 186.83 Rupees One

with cap ( Plumber, Mark, Escco or equivelent brand ) Hundred Eighty

Eighty Two Only

43 Providing and fixing consealed type C.P. Angle Stop Cock (i) 3.00 No. 205.83 Rupees Two

15mm dia.Heavy Duty with cap (Plumber, Mark, Escco or Hundred Five

equivalent brand ) and Paise Eighty

44 Providing and fixing Urinal or approved quality including 3.00 No. 1074.86 Rupees One

conecting the Urinal with waste pipe , tap etc. complete.(A) Thousand

White earthenware flat back or corner type size 430mm x Seventy Four

260mm x 350mm. and Paise Eighty

45 Providing and laying Both side mirror polished Granite 2.70 Sqm. 1682.66 Rupees One

stone slab 18 mm (Average) thick of approved quality incl. Thousand Six

full moulded round front edge fixed in wall for partition and Hundred Eighty

jointed with grey cement slurry including rubbing and Two and Paise

polishing etc. complete Sixty Six Only

46 Providing and fixing CP brass Pillar tap swan neck ( Heavy 2.00 No. 308.73 Rupees Three

duty), (A) 15 mm dia {Jaquar, Plumber, Mark Long pipe or Hundred Eight

equivalent brand} and Paise

47 Pro. & Fix. wash down water closet (European W.C pan of 2.00 No. 2280.58 Rupees Two

Vitreous china Patern.) with integral" p " or " s " trap and Thousand Two

PVC flushing cistern with a pair of C.L.I. Or Mild steel Hundred Eighty

Brackets, complete with fittings such as lead value siphon, and Paise Fifty

15 mm. Nominal size brass ball valve with polythene float, Eight Only

C.P. Brass handle unions and couplings for connections with

inlet, outlet and over flow pipes, 40 mm. dia. flush bend

including cutting holes in walls and making good the same

connecting the flush bend with cistern and closet etc comp

incl plastic sheet cover including jointing trap with pipe in

cm 1:1 (a ) Vitreous china in white or color

48 Providing and fixing wash basin with pedestal of std. Height 2.00 Nos. 1810.93 Rupees One

with single hole for pillar tap with C.I or M.S brackets Thousand Eight

painted white including cutting cutting holes and making Hundred Ten

good the same including C.P. brass waste and waste pipes and Paise Ninety

and bottal trap (A) Vitreous China: (ii) Flat Back washbasin Three Only

550 mm x 400mm size.In colour.

49 Providing erecting and fixing double coated Syntex PVC. 2000.00 Litre 3.95 Rupees Three

(ISI) water tank of required capacity each with all and Paise Ninety

necessary fittings and connection etc. complete on terrace. Four Only

50 Providing and fixing Handle valve of approved brand (B) 2.00 No. 373.70 Rupees Three

25mm dia., Hundred

51 Providing and fixing C.P. brass towel rail comlete with C.P. 2.00 No. 616.42 Rupees Six

brass brackets fixed to wooden plugs with C.P. brass Hundred Sixteen

scews.(B) 600mm x 20mm size. and Paise Forty

52 Providing & Fixing PVC SWR Nanhi trap IS: 14735 for drain 4.00 No. 586.60 Rupees Five

with jali of the following nominal diameter of self cleaning Hundred Eighty

design with C.I. screwed down or hinged grating including Six and Paise

the cost of cutting and making good the walls and floors Sixty Only

100mm inlet and 50mm outlet. size P of R type

53 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 No. 1246.92 Rupees One

masonry chamber and water tight C.I. cover with frame of Thousand Two

300mm x 300mm size (inside) with standard weight. (i) Hundred Forty

Square mouth traps.(B) 150mm x 100mm size P of R type Six and Paise

Ninety One Only

54 Providing laying and jointing in true line and level U.P.V.C. 6.00 Rmt. 755.43 Rupees Seven

S.W.R. Type B pipe confirming to IS 13592-1992 with one Hundred Fifty

end plain and other end socketed with rubbering , & fitting Five and Paise

confirming to ISI 14735-1999 of approved make for drainge Forty Three Only

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 160mm diameter x 210mm length x

196mm high at every 2000mm center to center or shalll be

concealed in walls as directed including necessary fittings

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

joints and jointed with adhesive solvant cement including

cost of all materials 75mm dia.

55 Providing, laying and jointing in true line and level 110 13.00 Rmt. 876.11 Rupees Eight

diametre U.P.V.C (Type B) conforming to IS 13592-1992 Hundred

with one end plain and other end socketed with rubber Seventy Six and

ring, & fittings conforming to ISI 14735-1999 of approved Paise Eleven

make for drainage system pipe line, pipe shall be jointed Only

with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm diametre x

mm length x 145 mm heigh 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.

56 Constructing brick masonary chamber for under ground C.I. 3.00 No. 2932.93 Rupees Two

Inspection chamber and bends with bricks having crushing Thousand Nine

strength not less than 35kg/ cm2 in C.M. 1:5 C.I. Cover with Hundred Thirty

frame ( light duty) 450mm x 610mm x 450mminternal Two and Paise

dimension total weight of cover with frame to be not less Ninety Two Only

than 38Kgs (weight of cover 23kg and weight of frame

15Kg). R.C.C. top slab with 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate 10mm nominal size) foundation

concrete 1:5:10 inside plaster 1:3 finished smooth with a

floating cost of neat cement on walls and bed concrete etc.

comp. with one or two inlets..(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe line.

57 Providing sock pit of 5.00 Cu.M. Volume including 1.00 No. 3205.04 Rupees Three

excavating and filling brickbats with dry masonry work at Thousand Two

top for 45cm. height including covering the top with stone Hundred Five

including providing vatas in C.M. 1:3 with finishing curing and Paise Four

etc. complete as directed Only

Rupees Twelve Lakhs Fifty Three Thousand Three Hundred Forty Eight and Paise Forty Only

I/We am/are willing to carry out the work at…% above/below percent(Should be wri en in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Mehsana Mehsana

Notes 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.

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

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

Note 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.