Construction of Travis Shed & Other Work at - (1) Kunvara (2) Samoda (3) Chandravati (Primery Animal Treatment Centre) , Taluko :- Siddhpur, Dist.Patan.

Construction of Travis Shed & Other Work at - (1) Kunvara (2) Samoda (3) Chandravati

(Primery Animal Treatment Centre) , Taluko :- Siddhpur, Dist.Patan.

QUANTITY STATEMENT

Tender Total Amount

Tender Total Amount

It. Quantities rate according to

Item of Work Unit

No. Estimated estimated

1 161.00 Excavation for foundation upto 1.5 m depth including sorting 164.82 Cum.

out and stacking of useful materials and disposing off the

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

2 72.00 Filling available excavated earth excluding rock in trenches 137.47 Cum.

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

depth consolidation each deposited layer by ramming and

3 148.66 Filling foundation and plinth with murrum or selected soil in 273.86 Cum.

layers of 20 cm. thickness includind watering, ramming and

consolidating etc. comp.

4 2.60 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 3575.48 Cum.

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in (A)

Foundation and Plinth

5 8.20 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 4279.64 Cum.

Coarse sand : 4- crushed stone aggregates 20 mm nominal size)

and curing complete including cost of formwork in (A) Wall

6 13.80 Providing and laying nominal cement concrete M-200 in R. C. C. 5043.01 Cum.

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

7 5.70 Providing and laying nominal cement concrete M-200 in R.C.C. 8732.69 Cum.

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 for ground

8 36.30 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 3193.05 Cum.

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

size) Curing comp. including cost of form work in foundation

9 5.40 Providing and laying nominal cement concrete M-200 in R.C.C. 6201.37 Cum.

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

aggregate 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 beam

10 3325.00 Providing TMT Bar FE 500d reinforcement for R.C.C. work 77.29 Kgs,

including bending, binding and placing in position complete

upto floor two level.

11 10.00 Brick work using common burnt clay building bricks having 3708.98 Cum.

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

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

12 12.56 Brick work using common burnt clay building bricks having 4004.12 Cum.

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

1:6 ( 1 cement : 6 Fine sand ) in super structure above plinth

level upto floor two level ( for G.F ) Conventional

13 119.40 Steel work, welded in built up sections framed work including 9108.48 Qtls

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

14 817.00 Providing and fixing of Ridge flashing for roof panel shall be 867.39 Sqm

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 .

15 57.60 Providing and fixing of Ridge flashing for roof panel shall be 520.43 Rmt.

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 .

16 735.00 Providing and fixing M. S. Grills of required pattern over wall 114.44 Kgs,

with M.S. flats at required spacings and frame alround square

or round bars with round headed bolts and nuts or by screws (

Ornamental Grill) including primer coat of approved quality and

17 600.60 20mm thick sand faced cement plaster on walls upto height 10 330.72 Sqm.

metres above ground level consisting of 12mm thick backing

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

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

18 625.00 Finishing wall with weather proof exterior emulsion paint on 122.14 Sqm.

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 complete

19 275.00 Painting two coats (including priming coat) on new steel and 134.73 Sqm.

other metal surface with enamel paint, brushing, interior to

give an even shade including cleaning the surface an even shade

including cleaning the surface of all dirt, dust and other foreign

20 1601.00 Providing and fixing Pre-cast Rubber Dye/Steel dye inter locking 700.74 sqm

concrete block 60mm thick with grade of concrete M300

pneumatic compressed / Vibrated by mechanically pressed and

as per approved design confirming to IS 15658:2006 including

35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC: SP 63-2018 etc.

21 160.00 Providing and fixing Pre-cast concrete kerb stone of gray 374.92 Rmt.

cement based concrete block 30cm length,30cm height and

15cm thick of M250 grade concret as per approved design and

including excavation for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc complete.

(It. Code 14032)

22 162.00 Providing & fixing 0.80 mt. high SS razor fencing using 1.70 mt. 677.47 Rmt.

long Ms angle 40 x40 x 6 mm size as a pole having 0.80mm

stragh and 0.45 mt both side inclined part as datail drawing &

desing fixed at 3.00m c/c in CC 1:2:4 (double angle at turnig

with support) as per drawing in brick masonry wall with three

horizontal lione at bottom part and four line with double ring

consertium medium blade having coil diameter 450 to 600 mm

3-5 spiral clip. core diameter 2.50mm tap thickness SS Razor

wire made form SS galvenized as per drawing with GI staples

including one cost of premix red lead paint and two cost of

white enamel oil paint of asian /berget make raw silk shed etc

complete as directed by enginner in charge .

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

Pan. R & B Sub Division

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