Addition and Alteration work of Judicial Staff Quarters at Dhanpur Ta. Dhanpur Dist. Dahod

Name of Work :- Addition and Alteration work of Judicial Staff Quarters at

Dhanpur Ta. Dhanpur Dist. Dahod

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 Dismentaling tiled of stone floors laid in mortar including stacking of 20.00 Sq.m. 50.28

serviceable materials and disposal of unserviceable materials with all

2 Demolition of terrace including stacking of serviceable materials and 620.00 Sq.m. 66.87

disposal of unserviceable materials with all lead and lift. (i) Brick tile

3 Removing and scraping of old deteriorated plaster of any thickness 180.00 Sq.m. 20.36

from wall / R.C.C member including stacking of serviceable material

and disposal of unserviceable from site of work with all lead and lift.

4 Dismentling expanded metal or I.R.C. Fabric with necessary battens 60.00 Sq.m. 58.49

and beadings including frame work and stacking the serviceable

materials with all lead and lift.

5 Providing and laying vitrified tiles 8 mm to 10mm thick, 24" x 24" in 12.00 Sq.m. 1120.36

flooring treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand) finishing with flush

pointing in white cement.

6 Providing and laying broken china mosaic flooring for terrace using 160.00 Sq.m. 779.70

12 mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions

and extending them upto 15 cm along the wall, clearing with water and

oxalic acid etc. as directed.

7 Providing and fixing precast Rubber Dye / steel Dye inter locking 145.00 Sq.m. 702.02

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.

8 Providing and fixing 30 mm wire gauge shutters using galvanised 120.00 Sq.m. 2823.19

M.S. wire of I.S. gauge designation of 85 G. with wire of 0.56 mm dia,

for doors, windows and clearstory windows including anodised

alluminium butt hinges with necessary screws. (A) Indian teak wood.

9 Excavation for foundation upto 1.5 mt. depth including sorting out 122.00 Cum 125.86

and stacking of useful materials and disposing off the excavated stuff

upto any lead for all sorts of soil.

10 Providing and laying controlled cement concrete M-150 and curing 18.00 Cum 3861.37

complete including the cost of formwork and reinforcement for

reinforced concrete work in Foundations, footings, base of columns

and mass concrete.

11 Providing and laying half brick masonary in common burnt clay 189.00 Sq.m. 590.01

building conventional type bricks having crushing strength not less than

35 kg./Sq.cm. in foundation and plinth in Cement Mortar 1:4 (1

Cement : 4 coarse sand) including the cost of all materials and labour

charges etc. complete.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

12 Providing 15mm thick cement plaster in single coat on rough side of 460.00 Sq.m. 179.56

single or half brick walls for interior plastering in cement mortar 1:4 (1

cement : 4 sand) including watering & curing etc. complete for all

13 Providing and laying controlled cement concrete M-200 and curing 43.00 Cum 4484.99

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (C) Slabs, landing, shelves, balconies,

lintels, beams, girders and cantilever upto floor two level.

14 Providing I.S.I. mark T.M.T. Fe-500D bar reinforcement for R.C.C. 705.00 Kg. 77.29

work including bending, binding and placing in position complete upto

floor two level.

15 Providing, laying and jointing in true line and level I.S.I. mark 15mm 35.00 Rmt. 72.65

dia. U.P.V.C (Sch-40) for cold water including fitting as approved by

Engineer in charge. Pipe shall be fixed on the wall with held of clamp at

every two meter c/c shall be concealed or open as directed including

necessary fitting etc. including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials.

16 Providing, laying and jointing in true line and level I.S.I. mark 25mm 49.00 Rmt. 91.84

dia. U.P.V.C (Sch-40) for cold water including fitting as approved by

Engineer in charge. Pipe shall be fixed on the wall with held of clamp at

every two meter c/c shall be concealed or open as directed including

necessary fitting etc. including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials.

17 Providing, laying and jointing in true line and level I.S.I. mark 32mm 50.00 Rmt. 119.15

dia. U.P.V.C (Sch-40) for cold water including fitting as approved by

Engineer in charge. Pipe shall be fixed on the wall with held of clamp at

every two meter c/c shall be concealed or open as directed including

necessary fitting etc. including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials.

18 Providing, laying and jointing in true line and level I.S.I. mark 40mm 86.00 Rmt. 148.12

dia. U.P.V.C (Sch-40) for cold water including fitting as approved by

Engineer in charge. Pipe shall be fixed on the wall with held of clamp at

every two meter c/c shall be concealed or open as directed including

necessary fitting etc. including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials.

19 Providing, laying and jointing in true line and level I.S.I. mark 50mm 85.00 Rmt. 195.67

dia. U.P.V.C (Sch-40) for cold water including fitting as approved by

Engineer in charge. Pipe shall be fixed on the wall with held of clamp at

every two meter c/c shall be concealed or open as directed including

necessary fitting etc. including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials.

20 Providing and fixing Gun metal check or non-return fullway wheel 5.00 Each 663.43

valve (E) 40mm dia.

21 Providing and fixing screw down bib taps of following size. (A) Brass 35.00 Each 186.83

screw down bib tap polished bright. (i) 15mm dia. as directed by

Engineer in charge.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

22 Providing and laying ordinary cement concrete M-200 Trimix Road 81.46 Cum 4458.14

including curing etc. complete over prepared sub base providing and

fixing centering of M.S. channels of 200 mm x 100 mm as per required

level slope, grade and 200mm thickness of concrete road including

levelling of placed concrete with surface vibrators finishing surface with

power floater and trowel light booming on the surface including

providing and filling expansion joint using asphalt 12mm thick asphalt

filler joints as per manufacturers specifications and making

construction joint of 3 mm x 20 mm by using concrete cutter machine

etc. complete as directed. 150mm thick.

i.e. Rs. Fifteen Lakhs, Seventy Thousand One hundred Eleven and Twenty Seven 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.

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Limkheda (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,

Limkheda Dahod Dahod