Construction of Library At Village :- Aglod. , Taluko :- Vijapur. , District : Mehsana.

Construction of Library At Village :- Aglod. , Taluko :- Vijapur. , District : 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 44.80 Cum. 157.08 Rupees One

sorting out and stacking of useful materials and Hundred Fifty

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

Loose or soft soil Eight Only

2 Excavation for foundation up to 1.5M. to 3.0 mt. Depth 11.90 Cum 287.47 Rupees Two

including sorting out and stacking of useful materials and Hundred Eighty

disposing of the excavated stuff up to 50M. Lead (C) Hard Seven and Paise

Murrum Forty Seven Only

3 Filling available excavated earth excluding rock in trenches 31.40 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

4 Filling foundation and plinth with murrum or selected soil in 19.50 Cum 269.75 Rupees Two

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

consolidating etc. comp. Nine and Paise

5 Applying general insecticide pest control treatment to 45.00 Sqm 76.78 Rupees Seventy

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

complete. Using Heptachloride 20 EC. As Per 6113_pests Seventy Eight

Consentration Weight 0.50 percent is recommended one Only

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

6 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 3.60 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

7 Providing and laying nominal cement concrete M-200 in R. 8.90 Cum 4735.15 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 Thirty

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

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

column & mass concrete.

8 Providing and laying nominal cement concrete M-200 in 1.80 Cum 6728.70 Rupees Six

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

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

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

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

work in column Upto ground level.

9 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 6.10 Cum. 3099.26 Rupees Three

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

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

foundation and plinth. Paise Twenty Six

10 Providing and laying nominal cement concrete M-200 in 2.80 Cum. 7851.20 Rupees Seven

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

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

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

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

work in column for ground Floor

11 Providing and laying nominal cement concrete M-200 in 3.20 Cum. 5710.69 Rupees Five

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

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

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

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

work (c) PLINTH BEAM

12 Providing and laying nominal cement concrete M-200 in 3.70 Cum. 6166.99 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 Sixty

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

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

work for Beam Ground Floor. Only

13 Providing and laying nominal cement concrete M-200 in 1.00 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 0.50 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 5.90 Cum 6447.82 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 Seven and Paise

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

slabs for Ground Floor.

16 Providing TMT Bar FE 500/500D reinforcement for R.C.C. 2609.50 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 3.20 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 20.50 Cum 3715.26 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 Fifteen

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

Conventional Twenty Six Only

19 Providing and fixing door Double shutter having factory 3.20 Sqm. 4367.24 Rupees Four

fabricated std. Extruded aluminium colour anodized hollow Thousand Three

section {Section 63.50 x 38 mm x 2.50 mm thick } for door Hundred Sixty

frame, hollow portion of door frame shall be filled with Seven and Paise

wood to be insert for durable grip of door hinges, with Twenty Four

factory made 38 mm.thick flush door both side pre Only

laminated with 6 Lever Mortice lock , SS Aldrop 30cm long,

SS Handle size 15 Cm Long, Tower Bolt size 20 cm etc. as

per detail colour & pattern approved by this office including

necessary anodized alluminum fixtures and fastenings.

20 Providing and fixing Anodized Alluminum Section Jindal 5.40 Sqm 3350.17 Rupees Three

Deluxe Sliding Window System 27mm series THREE track Thousand Three

window as shown in elevation, shutter with 5mm thick Hundred Fifty

transparent plain float glass, with transparent silicon and Paise

sealant with allu. anosized coated fittings and fixture etc Seventeen Only

21 Providing and fixing Safty grills of required pattern for 144.00 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 38.90 Sqm 1073.13 Rupees One

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

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) Seventy Three

finishing with flush pointing in white cement. and Paise

23 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 2.40 Sqm 1141.45 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 Forty

with white cement slurry One and Paise

Forty Five Only

24 Providing and laying broken china mosaic flooring 42.30 Sqm 747.29 Rupees Seven

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

tiles to be laid over cement mortar 1:3 to plain or slope and Seven and Paise

to be tempered to bring mortar creme out upto Twenty Eight

surface using white cement including rounding off Only

junctions and extending them upto 15 cm along the

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

25 Providing 15mm thick cement plaster ( Mala Trowel finish) 86.10 Sqm 205.58 Rupees Two

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

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

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

coat of neat cement slurry for Ground Floor

26 Providing 10mm thick cement plaster in single coat on 43.40 Sqm 205.05 Rupees Two

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

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

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

of neat cement slurry etc. complete. for Ground Floor

27 Wall painting (two coats) with plastic emulsion paint of 87.00 Sqm 79.02 Rupees Seventy

approved brand and manufacture on undecorated wall Nine and Paise

surface to give an even shade including throughly brushing Two Only

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

28 Wall painting (two coats) with plastic emulsion paint of 44.00 Sqm 84.25 Rupees Eighty

approved brand and manufacture on undecorated Ceiling Four and Paise

surface to give an even shade including throughly brushing Twenty Five

the surface free from mortar droppings and other foreign Only

matter and sand papered smooth.

29 20mm thick sand faced cement plaster on walls upto height 154.80 Sqm. 305.81 Rupees Three

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

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

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

30 Providing and laying Mirror polished Machine polished 16.20 Sqm. 2472.48 Rupees Two

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

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

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

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

jointed with grey cement slurry including rubbing and Eight Only

polishing etc. complete For Doors / WIndows cill & Jams

31 Finishing wall with weather proof exterior emulsion paint 155.00 Sqm 70.24 Rupees Seventy

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

shade after thoroughly brushing the surface to remove all Twenty Three

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

32 Providing laying and joining in true line and level U.P.V.C. 7.20 Rmt. 834.39 Rupees Eight

Pipe (SCH-40) including fittings of Prince / Supreme / Astral Hundred Thirty

/ Finolex or equivelant make or as approved by Engineer in Four and Paise

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

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.

Rupees Seven Lakhs Seventy Six Thousand Ten and Paise Thirty Three 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 es mated

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

Vijapur 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