Construction Of Commen Shed At Kahipur-1,(Gram Jyoti Vidhyalay Shaktipura) Ta. Vadnagar Dist. Mehsana.

Construction Of Commen Shed At Kahipur-1,(Gram Jyoti Vidhyalay Shaktipura) Ta. Vadnagar

QUANTITY STATEMENT

It. Quantities Tender rate according to

Item of Work Unit

No. Estimated estimated

In Figure In words

1 20.00 Excavation for foundation upto 1.5 m depth 157.08 #NAME? Cum.

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

2 6.00 Filling available excavated earth excluding rock in 136.92 #NAME? Cum.

trenches plinth side of foundation etc. in layer

not exceeding 20cm. In depth consolidation each

deposited layer by ramming and watering.

3 2.30 Providing and laying cement concrete 1:2:4 (1- 4292.30 #NAME? Cum.

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 3.50 Providing and laying nominal cement concrete M- 5053.03 #NAME? Cum.

200 in R. C. C. 1:1 1/2 :3 (1 cement : 1 1/2 coarse

sand : 3 graded stone aggregate 20 mm. Nominal

size) and curing complete including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in foundation

footing base of column & mass concrete.

5 1.40 Providing and laying nominal cement concrete M- 8551.67 #NAME? Cum.

200 in R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse

sand : 3 graded stone agregate 20 mm. Nominal

size) including finishing smooth with curing

complete including the cost of form work but

excluding the cost of reinforcement for R.C.C.

work in column Upto ground level.

6 9.20 Providing & laying cement concrete 1: 3 : 6 ( 1 3171.88 #NAME? Cum.

Cement : 3 Coarse sand : 6 graded B.T stone

aggregate 20mm nominal size) Curing comp.

including cost of form work in foundation and

7 640.00 Providing TMT Bar FE 500/500D reinforcement 68.33 #NAME? Kgs,

for R.C.C. work including bending, binding and

placing in position complete upto floor two level.

8 5.00 Brick work using common burnt clay building 3424.52 #NAME? Cum.

bricks having crushing strength not less than

Kg./Sq.m. in foundation and plinth in cement

mortar 1:6 (1 cement:6 fine sand) (b)

9 42.20 Steel work, welded in built up sections framed 9108.48 #NAME? Qtls

work including cutting, hoisting, fixing in position

and applying a priming coat of read lead paint.

(A)In beams and joists, channels angles Tees, flats,

with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like

10 355.00 Providing and fixing of Ridge flashing for roof 867.39 #NAME? Sqm

panel shall be made out of 0.5 mm thick pre

coated GI sheet . The Precoated sheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side of the sheet

and polyester top coat 15-18 micron. The PPGI

Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the

steel members by pop rivet or self drilling/self

stitching fastners @ maximum 450 mm c/c along

length of capping/flashing etc complete .

11 23.00 Providing and fixing of Ridge flashing for roof 520.43 #NAME? Rmt.

panel shall be made out of 0.5 mm thick pre

coated GI sheet . The Precoated sheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side of the sheet

and polyester top coat 15-18 micron. The PPGI

Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the

steel members by pop rivet or self drilling/self

stitching fastners @ maximum 450 mm c/c along

length of capping/flashing etc complete .

I / we am/are willing to carry out the work at % Above / below (Percent should be written in figure and words )

of estimated rates mentioned above

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

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Pan. R & B Sub Division Pan. R & B Division

Kheralu Mehsana

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division

or as directed.

Notes 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

Notes 3 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and

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

Note 4 - To be continued on additional sheets, if found necessary