Construction of Vegitable Open Shed at APMC Sanjeli Ta. Sanjeli Dist.Dahod

BILL OF QUANTITIES (SCHEDULE-B)

Memorandum showing items of works to be carried out

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

1 Excavation for foundation up to 1.50 mt. depth including 117.00 Cu.m. 149.67

sorting out and stacking of usefull materials and disposing

of the excavated stuff as directed with in all lead & Lift ( B)

Dense or Hard Soil

2 Excavation for foundation upto 1.50 mt depth including 56.00 Cu.m. 264.82

sorting out and stacking of useful materials and disposing of

the excavated stuff as up to 50 mt lead (D) soft rock not

required to blasting.

3 Excavation for foundation upto 1.50 mt to 3.0 mt depth 49.00 Cu.m. 287.48

including sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 mt lead (D) soft

rock not required to blasting.

4 Filling foundation and plinth with sand under floors including 13.00 Cu.m. 395.57

watering, ramming and consolidating dressing etc.

5 Filling available excavated earth excluding rock in trenches 155.40 Cu.m. 130.39

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

depth, consolidation each deposited layer by ramming and

6 Filling foundation and plinth with murrum or selected soil in 49.00 Cu.m. 259.73

layers of 20 cm thickness including watering, ramming and

consolidating etc. complete.

7 Applying general insecticide pest control treatment to floors, 147.00 Sq.mt 50.59

cupboards etc. including labour and materials complete. .

Using Imidacloprid 30.5 SC as per IS 6313 part-II (0.075%

concentration by mass) is recommended. 10.5 ml chemical

diluted with 5 liters of water. Application 0.5 litre chemical

per Sqm of surface is recommended as per I.S.

8 Providing and laying cement concrete 1:2:4 (1 Cement : 2 15.00 Cu.m. 3873.35

Coarse sand : 4 graded stone aggregates 20 mm nominal

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

foundation and plinth.

9 Providing and laying cement concrete work 1:1.5:3 (1 40.50 Cu.m. 4617.72

Cement : 1.5 Coarse sand : 3 graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(A) foundations, footings, base of columns and mass

10 Providing and laying cement concrete work 1:1.5:3 (1 5.10 Cu.m. 7947.69

Cement : 1.5 Coarse sand : 3 graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(D) columns, pillars, posts and struts upto ground level.

Sedule B Construction of Vegitable Open Shed at APMC Sanjeli

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

11 Providing and laying cement concrete 1:3:6 (1 Cement : 3 23.30 Cu.m. 3148.98

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

nominal size) curing complete including cost of formwork in

foundation and plinth.

12 Providing and laying cement concrete work 1:1.5:3 (1 1.60 Cu.m. 9538.44

Cement : 1.5 Coarse sand : 3 graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

column for ground floor.

13 Providing and laying cement concrete work 1:1.5:3 (1 7.90 Cu.m. 5979.20

Cement : 1.5 Coarse sand : 3 graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(C) plinth beam having cross sectional area more than

14 Providing and laying cement concrete 1:2:4 (1 Cement : 2 13.30 Cu.m. 4098.58

Coarse sand : 4 graded stone aggregates 20 mm nominal

size) and curing complete including cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in plinth plinth slab.

15 Providing T.M.T. bar FE500/500D reinforcement confirmed 5340.00 Kg. 76.21

to for R.C.C. work including bending, binding and placing in

position complete, up to floor two level, for all floors.

16 Brick work using common burnt clay building bricks having 19.00 Cu.m. 3624.05

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

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

17 Brick work using common burnt clay building bricks having 24.00 Cu.m. 3892.36

crushing strength not less than 35 Kg/Sq.cm in cement

mortar 1:6 (1 cement : 6 fine sand) in super structure above

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

18 Half brick masonry in common burnt clay building bricks 48.00 Sq.mt 667.82

having crushing strength not less than 35 Kg/Sq.cm in .

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

6 mm dia mild steel round bars every three course

embedded in cement mortar in superstructure for ground

floor (Conventional).

19 Steel work, welded in built up sections framed work 26.00 Qtls 9047.86

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint 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

connected to common rafters and the like.

20 Providing corrugated G.I. sheet of class-3 roofing fixed with 160.80 Sq.mt 1175.56

galvanised iron J or L hooks, bolts and nuts 8 mm diameter .

with bitumen and G.I. limpet washer or G.I. limpet washer

filled with white lead complete excluding the cost of purlins,

rafters and trusses. (i) 0.80 mm thick sheet.

21 Painting two coats (including priming coat) on new steel and 94.00 Sq.mt 129.36

other metal surface with enamel paint, brushing, to give an .

even shade including cleaning the surface of all dirt, dust

and other foreign matter complete.

Sedule B Construction of Vegitable Open Shed at APMC Sanjeli

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

22 Providing and laying machine cut, free edges, machine 22.00 Sq.mt 1857.39

polished Kota stone slab 20 mm (average) thick (single .

piece not more than 150 cm²) for stair steps and risers as

per design including full moulded round front edge and

groove on tread of steps laid in cement mortar 1:6 (1

cement : 6 coarse sand) and jointed with grey cement slurry

including rubbing and polishing etc. complete.

23 Providing and laying cement concrete flooring 1:2:4 (1 128.00 Sq.mt 330.88

cement : 2 coarse sand : 4 graded stone aggregate 20 mm .

nominal size) laid in one layer and finished with a floating

coat of neat cement. (B) 50 mm thick.

24 Providing 20 mm thick double coat mala cement plaster on 185.00 Sq.mt 270.43

interior brick / concrete work for plastering comprising of .

base coat of 12 mm thick cement plaster in cement mortar

(1 cement : 4 coarse sand) in rough finishing and 8 mm

thick top coat of cement mortar 1:2 (1 cement : 2 coarse

sand) finished with trowel including scaffolding, curing etc.

complete for ground floor.

25 Wall painting (three coats) with plastic emulsion paint of 185.00 Sq.mt 119.42

approved brand and manufacture on undecorated wall .

surface to give an even shade including thoroughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

26 20 mm thick sand faced cement gutka finished plaster on 195.00 Sq.mt 329.29

walls upto height 10 metres above ground level consisting .

of 12 mm thick backing coat of C.M. 1:3 (1 cement : 3 sand)

and 8 mm thick finishing coat of C.M.

27 Finishing wall with weather proof exterior emulsion paint on 195.00 Sq.mt 114.53

wall surface (two coats) to give a required shape even .

shade after thoroughly brushing the surface to remove all

dirt and remains of loose powdered materials etc. complete.

Rupees Eigteen Lakh(s) Fourty Seven Thousand Six Hundred Thierty Three And Paise Ninety Seven

Sedule B Construction of Vegitable Open Shed at APMC Sanjeli

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

I / we, am / are willing to carry out the works at______ % Above / below percent (should

be written in figure and words) of the estimate rates mentioned above.

Amount of my /our tender works out as under.

Estimated amount put to tender: Estimated amount put to tender:

Deduct………% below Add………% Above

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.

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

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

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.

Quantity, rates & wording of items are as per estimates and calculation in the

schedule " B " are arithmetically checked and found correct.

Signature of Contractor

Sedule B Construction of Vegitable Open Shed at APMC Sanjeli