mmgsy

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 1.09 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earthwork for embankment including breaking clods, 1995.00 One 157.91

dressing with all lead and lift (excluding watering and Cum

consolidation) Selected soil from borrow area within

land width from 1 km lead, Executed with

machineries (selected soil to be used for earthwork

shall be from Borrow Area only having CBR not less

3 Earthwork in cutting in all sorts of soil and soft 1890.00 One 134.12

Murrum including conveying and spreading the suff Cum

embankment as and where directed within 200 meters

from the end of the cutting with all required lead and

4 WBM Grading 1 Providing, laying, spreading and 13.00 One 1463.21

compacting stone aggregates of 90 to 45mm sizes to Cum

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/bindingmaterials to fill-up the

interstices of coarse aggregate, wateringand

compacting to the required density grading I as per

TechnicalSpecification Clause 405. By Manual Means

5 Rolling and Watering of earthwork in layers with 2940.00 One 22.95

vibratory roller including filling in depression which Cum

occur during the process as directed.

6 Providing & Laying bitumeneous grout 37.50 mm 1283.00 One 2951.01

thick using RS-1 Emulsion for tack coat at the rate of MT

2.50Kg/ 10 Sqm on WBM surface and using B.T.chips

for required gradation with the asphalt of grade VG-

30 at the rate of 1.99% i.e. 19.90 Kg./Mt by weight of

mix including heating and mixing in drum mix plant,

transporting the mix and spreading the same by paver

finisher and consolidation as per MOST specification

including cost of all Materials, fuel, labours, tools and

plants etc. using contractor's own drum mix plant etc.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

7 Providing, laying and rolling of 25mm thick using 898.00 One 4172.83

Bitumean grade of VG-30 open graded premix MT

bituminous carpet with B.T. aggregate as specified

and using RS-1 Emulsion for tack coat at the rate of

2.50 Kg/10 Sqm on B.T.Surface(As per IRC-16) and

using bitumen for mixing with aggregate at the rate of

3.36% i.e. 33.60 Kg/M.T. of total mix including

heating and mixing in drum mix pant, spreading the

same with paver finisher and consolidation with

vibratory roller includng necessary firewood, oil

lubricants, labour charges etc. using equipment, tool

etc completed in accordance with the requirement of

8 Providing and laying seal coat using Bitumean grade 467.00 One 4672.98

of VG-30 with B.Т. aggregate as specified using MT

aggregate at the rate of 0.18 cum / 10 sqm. and

bitumen for mixing with aggregate at the rate of 4.5%

i.e. 45.00 kg/ M.T. of total mix Incl. heating and

mixing in drum mix plant and spreading the same by

paver finisher and consolidation with vibratory roller

including necessary using contractor's own drum mix

plant, machineries and equipment, tools etc. complete

in accordance with the requirement of specification.

9 Excavation for foundation upto 1.5 m depth 26.00 One 253.88

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 meter

lead. Dense or hard soil.

10 Excavation for foundation upto 1.5m depth including 19.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50mt. lead.

11 Providing and filling in foundation with ordinary 7.00 One 3345.58

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

12 Providing and laying in Position FE 500/500D TMT 0.360 One 73858.69

bar reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings for the

following (A) Piers (B) Abutments (C) Returns (D)

13 Filling available excavated earth (excluding rock ) in 45.00 One 136.91

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

14 Supplying and fixing reinforced concrete heavy duty 15.00 One 3469.25

nonpressure pipes with collars for culverts carrying Rmt.

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)900mm. Dia

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

15 Dismantling the existing structure including removing 18.00 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

16 Removing all types of Hume pipes and stacking 15.00 One 399.13

within a lead of 1000m including earthwork and Rmt.

Dismantaling of Masonary works as per technical

Specification Clause

17 Providing & casting in situ ordinary cement concrete 59.60 One 3921.63

M-150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves. (A)

Height from 0.0 M to 5.0 M

18 Providing and fixing Precast cement concrete 19.00 One 356.49

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

19 Providing and fixing Precast cement concrete Guard 60.00 One 344.07

stone as per I.R.C. type design including white No

washing etc. complete. fixing C.C. 1:5:10

20 Providing and fixing ordinary Kilometer stone of pre- 5.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including

painting lettering etc. complete.

21 Providing and fixing Indicator stone of approve stone 216.00 One 102.84

as per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete fixing in earth

22 Supplying and fixing Junction Boards of M.S. plates 2.00 One 5236.69

and angles as per I.R.C. design incl;. Fixing in C.C. No

1:4:8 with necessary excavation painting, figuring,

lettering on boards etc. complete.

23 Providing and fixing Village name Boards as per 2.00 One 3437.59

standard I.R.C. type design of steel plate incl. No

painting, lettering etc. complete with fixing in C.C.

1:4:8 block with necessary excavation.

24 Providing and fixing Road sign of M.S. plate and 4.00 One 3072.98

angle iron incl. painting, lettering etc. complete. No.

fixing in C.C. 1:4:8 block with necessary excavation

etc. complete as per IRC type design (i) Reflective

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

25 Informatory Signs:-Providing and fixing sing boards 1.00 One 3856.89

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in charge.

(A) Engineer Grade

26 Regulatory / Mandatory Signs 2.00 One 3439.80

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 60 cms. diamete circle as per

design of IRC-67-1977. Pretreated with phospheting

process andmacid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long stand post

and frame fabricated from suitable size iron angle of

35*35*3mm 75*75*6mms. required: painted with best

quality epoxy coatings in black and white bends the

details of symbole for each board shall be as per the

instruction of engineer in charge the fixing at site shall

be in 1:2:4 CC block of size 45*45*60 cms for each leg:

includingexcvation curing etc. comp.under the

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

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

27 Hazard Marker sign : 6.00 One 2423.73

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*30 cms. rectangle as per

design / Drawing attached (IRC). Pretreated with

phospheting process and acid etching : coated with

one coat of epoxy primer and two coats of best quality

epoxy paint: reflectorised with retro reflective

sheeting as per latest M.O.S.T specification: 3.1 M.

long (2 nos) stand post and frame fabricated from

suitable size iron angle of 35*35*3mm and 50*50*5mm

: painted with best quality epoxy coatings in black and

white bends the details of symbole or inscription /

numerals for each board shall be as per the instruction

of engineer in charge the fixing at site shall be in 1:2:4

CC block of size 45*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision of

engineer-in-charge. (B) Engineer Grade

28 Bump Ahed sign :-Providing and fixing sing boards 4.00 One 5045.36

made out of 2mm aluminium sheet; size 90 x 60cms. No

rectangle as as per the design of IRC-67-1977 pre

treated 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; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm painted with best quality epoxy coatings in

black and white bends. the details of symbol or

inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at site

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

each leg. including excavation curing etc. complete

under the supervision of engineer in charge. (A)

Engineer Grade(VR)

One Crore Nine Lakh Nine Thousand Four Hundred One Rupees

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add……..……..%

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

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

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.

NOTE: Amount Rs 1350 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division