Construction of Parking Shed cum Godown in Horticulture Fruit Nursery office at Dhari, Ta. : Dhari, Dist. : Amreli.

Name of Work :- Construction of Praking Shed cum Godown in Horiculture Fruit Nursery office at

Dhari, Ta. : Dhari, Dist. : Amreli.

BILL OF QUANTITIES

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to

1 41.90 Excavation for foundation upto 1.5 m depth 122.94 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 7.00 Excavation for foundation from depth 1.5 m to 3.0 136.30 CUM

m including sorting out and stacking of

useful materials and disposing off the excavated

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

3 13.30 Providing and laying cement concrete 1:2:4 (1- 3805.29 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 4.30 Providing and laying ordinary cement concrete 7665.60 CUM

1:2:4 (1- Cement 2- coarse sand : 4- graded stone

aggregates 20 mm nominal size) and finishing

smooth with,curing etc. complete including the cost

of formwork but excluding the cost of

reinforcement for R.C.C work in (A) BEAMS :(ii)

Having cross-sectional area more than 0.08Sq.M

and upto 0.12 Sq.M

5 5.70 Providing and laying cement concrete work 1:2:4 (1- 5563.23 CUM

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete including cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base or columns and Mass

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to

6 5.60 Providing and laying ordinary cement concrete 10469.21 CUM

1:2:4 (1- Cement 2- coarse sand : 4- graded stone

aggregates 20 mm nominal size) and finishing

smooth with,curing etc. complete including the cost

of formwork but excluding the cost of

reinforcement for R.C.C work in (B) COLUMNS:

(ii) Having cross-sectional area more than

Sq.M and upto 0.18 Sq.M

7 3.30 Brick work using common Brunt clay building 4245.09 CUM

bricks having crushing strength not less than

Kg./Sqcm. In Super Structure up to floor two level

in cement mortar 1:5 (1cement : 5 fine sand) (B)

8 24.10 Brick work using common Brunt clay building 4526.81 CUM

bricks having crushing strength not less than

Kg./Sqcm. In Foundation and Plinth in cement

mortar 1:5 (1cement : 5 fine sand) (B) Conventional

9 0.70 Providing and laying cement concrete 1:3:6 (1- 4152.60 CUM

Cement : 3- Coarse sand : 6- crushed stone

aggregates 20 mm nominal size) and curing

complete including cost of formwork in (A) Wall

10 2039.00 Providing TMT Bar FE 500D steel reinforcement 77.29 KG

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

placing in position complete upto floor two level.

For Ground Floor.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to

11 0.50 Providing and laying Green Marble Stone 15 2393.22 SQM

mm.thick ( all edge machine cut and rounding

mirror polished) in Cills & Jambs incl. applying

coarse-cum-fine sand on the back side of the marble

with approved adhesive like Araldite or eq. to make

the surface rough for better bonding with the wall

surface on 10 mm. thick Cement Mortar 1:3 (1-

cement, 3-coarse sand) laid and jointed with white

cement slurry including rubbing and polishing

complete. use single piece or two pieces incl.

overlapping in up-down position marble stone for

jambs & soffits as required and directed by

Engineer- in-Charge.

12 12.96 Steel work welded in build up sections,framed work 9108.48 Quintals

including cutting, hoisting fixing in position and

applying a priming coat of red lead paint A) In

beams and joists, channels, angles,tees, flats with

connection plates or angle cleats as in main and

cross beams, hip and trussed purlins connected to

common rafters and the like.

13 136.00 Providing corrugated G.I. sheet of class-3 roofing 734.19 SQM

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm 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.(1) 0.80 mm thick sheet.

14 5.50 Providing and fixing M.S. Grill with alround 1810.63 SQM

framing using 40x40x6 mm M.S. angle including

3 coats of oil painting with 2mm 10x10 gauge

G.I.chain link Jali with 50mm opening strained and

fixed to window with G.I.staples including fixing

Jali / grill with RCC column / Wall in true line and

level including cost of cutting of G.I.pipe and chain

link, welding charges etc.complete.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to

15 8.50 Providing and fixing M.S. Entry Gate as per 5671.16 SQM

detailed drawing consisting of outer frame made out

of 50 x 50 x5mm M.S. hollow coil pipe @ weight

6.97 kg / Rmt, 25 x 25 x 3 mm m.S. hollow coil

pipe for internal filling @ weight 2.04 kg / Rmt,

6mm thick patti for internal filling incl. p/f 1.5mm

thick m.s. sheet above the structure to get desired

design and applying the whole structure with two

coats of metal primer of approved quality and three

coats of spray painting with approved colour and

pattern oil paint incl. necessary locking and

movement arrangements and fixing the same

structure at site with RCC pillar fixing in position

etc. complete as directed by engineer-in-charge. (

Weight not less than 34.00 Kg / Sqm )

16 98.00 Providing and fixing pre-cast Rubber Dye / steel 706.93 SQM

Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed /

vibrated mechanically 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 guidlines of IRC

: SP 63-2018 etc. Complete.

17 241.00 20 mm. Thick sand faced cement plaster on walls 342.41 SQM

up to height 10 meters 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. 1:1 (1 cement : 1 sand) etc. complete.

18 241.00 Finshing Wall with weather proof exterior emulsion 120.26 SQM

paint on wall surface (two coates) to give an

required shape even shade after throughly brushing

the surface to remove all dirt, and remains of loose

powdered materials etc. complete.

19 119.00 Applying priming coat over new steel and other 36.74 SQM

metal surface after over and including preparing the

surface by thoroughly cleaning oil, grease dirt and

other foreign matter and scoured with brushes fine

steel wool, scrapers and sand paper with ready

mixed priming paint brushing red lead.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to

20 119.00 Painting two coats (excluding priming coat) on new 92.20 SQM

steel and other metal surfaces with enamel paint

brushing, interior to give enamel paint brushing,

interior to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

" I / We Am / Are willing to carry out the work @ __________ % @

(should be written in Figures and Words) of the estimated rates mentioned above, Amount of

My / Our tender works out as under :-

Estimated Amount Put to tender. Estimated Amount Put to tender.

Add. _______ % Above Rs. ____________ Deduct _______ % Below Rs. __________

In Words In Words

All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

2 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.

3 The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978 and G.R. No.

TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contractor

4 Testing of materials as per statement attached with the specifications. The materials shall be tested in G.E.R.I. Bill for testing shall be paid by the department

and 1 % (One percentage) of amount put to tender after deduction the cost of cement & steel mentioned in clause 59(a)

5 In R.C.C. item where there is change of grade mix or change as per actual mix design the difference of of cement consumption shall be added / deducted

from rate of original item at the rate mentioned in tender.

6 For earthquake resistance provision the works shall be carried cut as per the instruction of Engineer in charge.

7 The other conditions of Schedule "B" will remain unchanged.

8 Labor Cess 1 % (One Percent) of Bill Amount shall be recovered from contractor of building or other construction works. (Resolution of Employment and

condition Act 1996)

Signature of Contractor Executive Engineer