S.R. to Horticulture Office at Bharuch Dist. Bharuch (Repairs to Entry Gate, Door, Plinth Protection, Paver block repairing & C.C. Road)

Name of Work :- S.R. to Horticulture Office at Bharuch Dist. Bharuch

(Repairs to Entry Gate, Door, Plinth Protection, Paver block repairing & C.C.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

1 Demolition including stacking of serviceable materials and disposal of 0.50 Cum 1030.81

unserviceable materials with all lead and lift (i) R.C.C. work.

2 Dismentling steel work including distempering and stacking the 2.90 Kg. 3.67

materials with all lead and lift.

3 Excavation for foundation upto 1.5 m depth including sorting out and 5.00 Cum. 117.08

stacking of useful materials and disposing off the excavated stuff upto

any lead. (A) Loose or soft soil.

4 Providing and fixing precast Rubber Dye / steel Dye inter locking 176.40 Sq.m. 685.42

concrete block 60mm thick with grade of concrete M-300 pneumatic

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 guidelines

of IRC : SP 63-2018 etc. complete.

5 Providing 20mm thick sand faced cement plaster on walls upto 109.00 Sq.m. 329.29

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 as directed by Engineer-in-

6 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse 17.80 Cum. 2640.21

sand : 8 hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

7 Providing and laying ordinary cement concrete work 1:2:4 (1- 1.90 Cum. 11775.49

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 (i) Having cross-sectional area 0.05 to 0.08 Sq.M.

8 Painting wall with APEX exterior emulsion paint on wall surface two 99.40 Sq.m. 114.53

coats of painting and one coat of primer coat of APEX paint to give an

approved brand and manufacture and of required shade and even

shade after thoroughly brushing the surface to remove all dirt, dust and

loose materials.

9 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C 481.00 Kg. 76.21

work including bending, binding and placing in position etc. complete

for all floors.

10 Painting two coats (excluding priming coat) on new steel and other 15.00 Sq.m. 65.31

metal surface with synthetic enamel paint, brushing to give an even

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

11 Steel work, riveted in built up sections framed work including cutting, 12.00 Qtl. 5818.65

hoisting, fixing in position and applying a priming coat of red 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 connected to common rafters and the like.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

12 Providing and laying brick work using common burnt clay building 8.90 Cum. 4021.02

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :

6 fine sand) including the cost of all materials and labour charges etc.

13 Providing and fixing precast concrete kerb stone of gray cement 150.00 Rmt. 361.64

based concrete block 30cm length, 30cm height and 15cm thick of M-

250 grade concrete as per approved design and including excavation

for fixing in proper line and level, filling the joint with C.M. 1:3 (1

cement : 3 fine sand) etc. complete.

14 Providing and laying marble stone slab flooring over 20mm (average) 26.00 Sq.m. 2134.79

base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M. 1:1.5 (1-

lime putty : 1.5 - coarse sand) laid and jointed with gray cement slurry

including rubbing and polishing complete. (A) Marble slab 25mm thick.

Rs. Four Lakhs, Ninety One Thousand Six hundred Sixty Three and Sixty Eight Paisa Only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate 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.

5. The Contractor will have to submit the all required mix design at his own cost before execution as directed

and to be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 100.00 must be recovered from 1st R.A. bill of

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

Deputy Executive Engineer

City (R & B) Sub Division,