15 Percent Vivekadhin

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 19.00 Cum 157.91

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

Selected soil From borrow area within Land width from All

lead(Selected soil to be used For earthwork shall be From

BORROW AREA only having CBR not less than 6.00%)

2 Rolling of earthwork in layers with power roller including filling in 19.00 Cum 22.95

depressions which occur during the process and Watering of

earth work as directed.

3 WBM Grading 1 38.00 Cum 1856.63

Providing, laying, spreading and compacting stone aggregates

of 90 to 45 mm sizes to water bound macadam 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 2 as per

Technical Specification Clause

By Manual Means

4 Providing and filling in foundation with ordinary cement 37.00 Cum 3345.58

concrete M – 100 mix and providing necessary vertical pin

headers including form work, vibrating, ramming and curing

5 Providing and applying one coat Epoxy Phenolic primer of DFT 35.00 Sqm 234.32

50 micron and two coats of Polyurethane (aliphatic) epoxy paint-

75 micron DFT each or any other equivalent epoxy coating

system to all concrote surfaces exposed to atmosphere in

Substructure & Super Structure as directed by Engineer and as

per specification.

6 Excavation for foundation upto 1.5 m. depth including sorting 84.00 Cum 253.88

out and stacking of useful materials and disposing of the

excavated stuff upto All lead. Dense or hard soil

7 Excavation for foundation upto 1.5 m depth incl. Sorting out & 53.00 Cum 432.61

stacking of useful material & disposing off the excavated stuff

upto 50mt. Lead. (C) Hard Murrum

8 Providing and laying cement concrete work 1:2:4 (1- Cement : 186.00 Cum 4094.09

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete

9 Supplying and fixing reinforced concrete heavy duty non- 30.00 Rmt 5560.00

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(I)1200mm. Dia with All lead

10 Providing and Fixing FLOOD GAUGE POST conferming to IRC- 2.00 No 3045.15

67-2001 using Engineering grade retro reflective sheeting

including lettering and border as directed for New Structure

11 Filling available excavated earth (excluding rock) in 137.00 Cum 136.91

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

12 Dismentalling the existing structure including removing and 17.00 Cum 930.35

stacking the dismentalled materials as and where directed

13 Dismentalling the existing structure including removing and 28.00 Cum 409.22

stacking the dismentalled materials as and where directed

Rubble masonary

14 Cautionary warning sign;-Providing & Fixing sign boards made 2.00 No 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral

triangle as per design of IRC-67-1977 Pretrated with

phospheting process & acid atching : coated with one coat of

apoxy primer and two coats of best quality epoxy paint,

reflectrorised with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame fabricated

from suitable size iron angle of 35x35x3 mm., 75x75x6mm.

required paited with best quality epoxy coatings in black and

white bends, the detail of symbols for each board shall be as

per the instruction of the engineer in charge. The fixing at site

shall be in C.C. 1:2:4 block of size 45x45x60 cms for each leg,

incl. excavation,curing etc. comp.under the supervision of

Engineer - in charge.

(A) Engineer grade.

15 Informatory sign;-Providing & Fixing sign boards made out of 1.00 No 3856.89

2mm. alluminium sheet size 90x60cms. rectangle as per

design of IRC-67-1977 Pretrated with phospheting process &

acid atching : coated with one coat of apoxy primer and two

coats of best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications. 3.1mt.

lomg stand post & frame fabricated from suitable size iron

angle of 35x35x3 mm., 75x75x6mm. required paited with best

quality epoxy coatings in black and white bends, the detail of

symbols for each board shall be as per the instruction of the

engineer in charge. The fixing at site shall be in C.C. 1:2:4

block of size 45x45x60 cms for each leg, incl. excavation,curing

etc. comp.under the supervision of Engineer - in charge.

(A) Engineer grade.

16 Hazard Marker Sign :-Providing and fixing sing boards made 2.00 No 2423.73

out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as

per the design/drawing attached (IRC) pretreated with

phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x

50 x 5mm painted with best quality epoxy coatings The fixing

at site shall be in 1:2:4 CC block of size 45x45x 60cms. for

each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

Rupees Twelve Lakh Fourty Six Thousand Nine Hundred Seventy Three and Paise Sixty Six only

Fixed Deduction for available material from dismantling for First R.A. Bill -3,136.00

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 12,46,973.66 * Estimated Amount

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

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

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

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

Note:- Amount Rs.3136 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