DMF

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

1 Earth work for embankment including breaking clods, dressing 102.00 Cum 157.91

with all lead and lift.(Excluding watering and consolidation)

Selected soil From borrow area within Land width from All

lead , Executed with machineries.(Selected soil to be used For

earthwork shall be From BORROW AREA only having CBR

not less than 6.00%)

2 Rolling and Watering of earth work in layers with vibratory 102.00 Cum 22.96

roller including filling in depressions which occur during the

process as directed.

3 Providing, laying, spreading and compacting stone 36.00 Cum 1436.63

aggregates of 45 to 90 mm sizes with 20 km lead to water

bound macadam (W.B.M) specification including spreading in

uniform thickness, hand packing, rolling with smooth wheel

roller 80-100 kN in stages to proper grade and camber,

applying and brooming, stone screening/binding materials to

fill-up the interstices of coarse aggregate, watering and

compacting to the required density grading as per Technical

Specification Clause 405. By Machinary Means

4 Construction of concrete road using tremix system with 20cm 20.10 Cum 6089.92

thick controlled C.C. M-200 concrete mixing conplast P-211

water reduction admixture @ 100 ml/bag of cement and

hardner 62.50 ml/bag using fixing and removing 'C' channels

of required road depth levelling if placed concrete with surface

vibrator, finishing the surface with power floter and towel tight

brooming as directed with providing expansion joints 20 x

mm and construction joints 20 x 20 mm using cocnrete cutter

machine etc. complete.

5 Providing & casting in situ ordinary cement concrete M- 150 146.60 Cum 3861.87

mix and providing necessary pin headers including shuttering,

scatfolding, laying, vibrating, curing and finishing complete

without V-groovcs.(A) All Height

6 Providing and fixing in position FE 500 / 500D TMT bar 3.170 MT 73243.02

reinforement including cutting, bending and tying complete as

per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.

(C) R.C.C. Approch slab. (D) Wearing Coat (E) Solid Slab

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

7 Providing and laying in position FE 500 / 500D TMT bar 2.230 MT 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following. (A) Piers

(B) Abutments (C) RC.C. Returns

8 Providing and fixing "W" type metal beam crash safety barrier 15.90 Rmt 2621.96

comprising of single row 3 mm thick galvenized sheet to be

fixed on ISMC 150 (150 mm x 75 mm x 5.4 mm) series

channel vertical post to be spaced 2.0 mtr c/c to be kept

mtr height including necessary foundation, fittings with bolts,

painting and Readiam patta and required all process as per

specification and as per drawing.

9 Filling available excavated earth (excluding rock) in trenches. 138.00 Cum 136.92

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

10 Providing and laying weep hole in Abutments and returns by 42.00 No 56.13

using A.C.pipe of 100mm.dia.incl.laying in proper grade and

jointing the completed as per detailed specification.

11 Providing temporary all weather and fair weather diversion 60.00 Rmt 1113.73

suitable for traffic during the construction Period of the bridge /

Slab drain including providing necessary drains and all safety

measures including red lamps / signals at night for traffic etc.

12 Excavation for foundation in hard murrum and boulders and 154.00 Cum 611.32

very stiff or sticky, clays and other similar strata including

shoring and strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

13 Excavation in large boulders and soft rock by welding 64.00 Cum 716.55

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

14 Providing and fixing Mid steel dowel bars of minium 32MM 18.00 Rmt 450.07

dia. for anchoring by drilling holes in foundation strata

including necessarty bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

15 Providing and filling in foundation with ordinary Cement 43.90 Cum 3294.09

concrete M-100 mix and providing necessary vertical pm

headers Including formwork, vibrating, ramming and curing

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

16 Providing and casting in situ Controllled cement concrete M- 10.00 Cum 5307.46

200 mlx for R.C.C. works in pler cap, abutment cap, and dirt

wall including controlled cement concrete M- 250 bed blocks

or pedestals of required size below bearings as per detailed

drawing, centering, shuttering, scaffolding, wherever

necessary, laying vibrating, curing and finishing complete

17 Providing and casting in situ Ordinary cement concrete M-20 28.90 Cum 4788.94

for R.C.C. solid slab including centering, scaffolding curing

and finishing complete.

18 Providing and casting in situ controlled cement concrete 14.10 Cum 5158.72

concrete M-20 for approach slab including formwork curing

and finishing complete.

19 Providing and casting in situ Controlled cement concrete M- 1.80 Cum 4869.02

200 for Kerbs/Kerb blocks including formwork, curing and

finishing complete

20 Providing and casting in situ Controlled cement concrete M- 10.70 Cum 5300.56

200 for Various thick wearing coat lald as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

21 Providing and casting -in - situ controlled cement concrete M- 87.80 Cum 5227.36

200 for R.C.C. work in Pier, Abutment, Return & Riding Return

as per drawings including centering shuttering, scaffolding

where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment

22 Providing and fixing in position Mild steel dowel bars in pier 6.00 No 341.29

cap or abutment caps for ancorage in fixed end as per

detailed drawings including cutting bending and welding

23 Providing and fixing in position Mild steel dowel bars in pier 6.00 No 399.70

cap or abutment caps for ancorage in free end as per detailed

drawings including cutting bending and welding complete.

24 Providing 12 mmThick Pre-moulded asphalt filler joints as per 28.00 Sqm 703.53

25 Providing PVC 100mm diameter water spouts including 6.00 No 159.37

necessary iron gratings as per drawings

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

26 Providing and laying filter media 600mm.thick directed at the 41.20 Sqm 1239.35

back of abutments, returns and wing walls as per detailed

27 Providing parapet of ordinary cement concrete M-200 as per 14.00 Rmt 1086.63

detailed drawings with necessary reinforcement including,

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

28 Epoxy bonding agent of new concrete to old concrete. The 187.30 Sqm 529.24

applied bond agent should possess min properties as below:

Shear Strength - @ 7 days 20N/mm2 Flexural Strength - @

days 35 N/mm2 Compressive Strength - @ 7 days 50N/mm2

(The new repair mortar/concrete should be applied within

overlay time of epoxy bonding agent mentioned as per

29 Dismentalling the existing structure including removing and 22.20 Cum 930.35

stacking the dismentalled materials as and where directed

30 Dismentalling the existing structure including removing and 18.50 Cum 409.22

stacking the dismentalled materials as and where directed

Rubble masonary

Rupees Twenty Five Lakh Eighty Five Thousand Four Hundred Seventy One and Paise Twenty Six

Fixed Deduction for available material from dismantling for First R.A. Bill -3,962.86

I/We am/are willing to carry out the work at… % 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 25,85,471.26 * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

Note :- 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.

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

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

Note :- 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.

Signature of Contractor

Amount Rs.3962.86 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division

Kunkavav Amreli