Construction of Prayer Hall at Maktupur Primary School No. 1, Ta. Unjha, Dist. Mehsana

Construction of Prayer Hall at Maktupur Primary School No. 1, Ta. Unjha, 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 66.00 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 46.20 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 22.00 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 109.80 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- 14.40 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. 10.20 Cum 4747.27 Rupees Four

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

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

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 Twenty Seven

column & mass concrete. Only

7 Providing and laying nominal cement concrete M-200 in 1.80 Cum 7381.70 Rupees Seven

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 Eighty

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

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

work in column Upto ground level.

8 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 3.50 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 4.00 Cum. 8576.50 Rupees Eight

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

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

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

work in column for ground Floor

10 Providing and laying nominal cement concrete M-200 in 4.50 Cum 6092.55 Rupees Six

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

stone agregate 20 mm. Nominal size) including finishing Ninety Two and

smooth with curing complete including the cost of form Paise Fifty Five

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

work (c) PLINTH BEAM

11 Providing and laying nominal cement concrete M-200 in 5.40 Cum. 6669.08 Rupees Six

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

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

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

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

work for Beam Ground Floor.

12 Providing and laying nominal cement concrete M-200 in 1.00 Cum. 7581.30 Rupees Seven

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 One and Paise

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

LINTELS Ground Floor.

13 Providing and laying nominal cement concrete M-200 in 0.40 Cum. 6449.73 Rupees Six

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 Forty

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

work but excluding the cost of reinforcement for R.C.C in Seventy Three

CHHAJJAS Ground Floor. Only

14 Providing and laying nominal cement concrete M-200 in 14.40 Cum 6639.83 Rupees Six

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

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

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

work but excluding the cost of reinforcement for R.C.C in Eighty Three

slabs for Ground Floor. Only

15 Providing TMT Bar FE 500/500D reinforcement for R.C.C. 4105.00 Kg 77.29 Rupees Seventy

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

complete upto floor two level. Twenty Nine

16 Brick work using common burnt clay building bricks having 12.00 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

17 Brick work using common burnt clay building bricks having 27.80 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

18 Brick work using common burnt clay building bricks having 6.10 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

19 Providing and fixing mild steel door with 40 x 40 x 6 mm 147.00 Kgs. 111.61 Rupees One

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

windows frame of angle 35 x 35 x 5 & for shutter windows and Paise Sixty

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

20 Providing and fixing extruded aluminum window having 5.40 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.

21 Providing and fixing Safty grills of required pattern for 90.00 Kgs. 112.72 Rupees One

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

required spacing as per design including fixing rat mesh and Paise

and hold fasting with coach bolts including one coat of Seventy Two

primer and two coats of mattfinished oil painting etc Only

22 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 110.00 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

23 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

24 Providing and laying coloured glazed tiles of the size 300 34.20 Sqm 1487.88 Rupees One

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

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

plaster 1:3 (1 cement : 3 coarse sand) & jointed with white Seven and Paise

cement slurry. Eighty Eight Only

25 Providing 15mm thick cement plaster ( Mala Trowel finish) 119.00 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

26 Providing 15mm thick cement plaster ( Mala Trowel finish) 38.00 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

27 Providing 10mm thick cement plaster in single coat on 139.00 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

28 Wall painting (two coats) with plastic emulsion paint of 157.00 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.

29 Wall painting (two coats) with plastic emulsion paint of 139.00 Sqm 88.47 Rupees Eighty

approved brand and manufacture on undecorated Ceiling Eight and Paise

surface to give an even shade including throughly brushing Forty Seven Only

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

30 20mm thick sand faced cement plaster on walls upto height 173.00 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

31 Finishing wall with weather proof exterior emulsion paint 173.00 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

32 Providing and fixing pre-cast Rubber Dye inter locking 44.30 Rmt. 699.84 Rupees Six

concrete block 60mm thick with grade of concrete M250 Hundred Ninety

pnumatic compressed by mechanically pressed and as per Nine and Paise

approved design including 75mm Sand layer for levelling Eighty Four Only

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

Rupees Twelve Lakhs Fifty Three Thousand Four Hundred Seventy Five and Paise Thirty One 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.