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 2.10 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, 1571.00 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 2520.00 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 Scarifying graveled macadam or Bitumen macadam 835.00 One 41.60

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining

5 WBM Grading 1 Providing, laying, spreading and 154.00 One 1496.43

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

6 WBM Grading 2 Providing, laying, spreading and 289.00 One 1382.14

compacting stone aggregates of 63 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/binding materials to fill-up the

interstices of coarse aggregate, watering and

compacting to the required density grading 2 as per

Technical Specification Clause 405. By Manual Means

7 Rolling and Watering of earthwork in layers with 2525.00 One 22.95

vibratory roller including filling in depression which Cum

occur during the process as directed.

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

No. reference to book of Specification) Figures

8 Providing and applying primer coat with bitumen 5532.00 One 61.71

emulsion RS on prepared surface of granular base Sqm

including clearing of road surface and spraying

primer at the rate of 0.75kg/sqm using mechanical

9 Providing & Laying bitumeneous grout 37.50 mm 2211.00 One 2973.23

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.

10 Providing, laying and rolling of 25mm thick using 1549.00 One 4195.96

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

11 Providing and laying seal coat using Bitumean grade 805.00 One 4696.41

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.

12 Excavation for foundation upto 1.5 m depth 52.00 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.

13 Excavation for foundation upto 1.5m depth including 45.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50mt. lead.

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

No. reference to book of Specification) Figures

14 Providing and filling in foundation with ordinary 14.00 One 3345.58

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

15 Providing and laying weep hole in Abutment and 33.00 One 61.46

returns by using A.C. pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per

detailed specification

16 Providing and laying in Position FE 500/500D TMT 0.770 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)

17 Providing and Fixing in position FE 500/500D TMT 0.980 One 73243.01

bar reinforcement including cutting, bending and MT

tying complete as per detailed drawaing (A)RCC kerb

(B) RCC Footpath (C) RCC App. Slab (D) Wearing

18 Filling available excavated earth (excluding rock ) in 96.00 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.

19 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

20 Dismantling the existing structure including removing 55.00 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

21 Providing & casting in situ ordinary cement concrete 114.20 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

22 Providing and cast in situ Ordinary Cement Concrete 68.50 One 4364.80

M-200 for average 75/150/200MM thick wearing coat Cum

laid as directed incuding. tamping, vibrating,

finishing, curing and filling in joints with bitumen

23 Providing and fixing Precast cement concrete 31.00 One 356.49

Hectometer as per IRC type design incl. painting, No

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

24 Providing and fixing Precast cement concrete Guard 90.00 One 344.07

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

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

25 Providing and fixing ordinary Kilometer stone of pre- 9.00 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.

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

No. reference to book of Specification) Figures

26 Providing and fixing Indicator stone of approve stone 348.00 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

27 Supplying and fixing Junction Boards of M.S. plates 5.00 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.

28 Providing and fixing Village name Boards as per 6.00 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.

29 Providing and fixing Road sign of M.S. plate and 6.00 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

30 Providing and Fixing Flood guage post confirming to 2.00 One 3045.15

IRC 67-2001 using engineering grade retro reflective No

sheeting including lettering and border as directed.

For New structure.

31 Road marking with hot applied thermoplastic paints 930.00 One 367.72

with reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta/bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking

should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

32 Supplying and fixing cat eye (Stimsonite) made out 545.00 One 375.72

from Acrilo beautile sterine injuction high compressed No

molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit for fixing.

(High Intensity grade)

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

No. reference to book of Specification) Figures

33 Providing and fixing "W" type metal beam crash 90.00 One 3393.60

safety barrier comprising of single row 3 mm thick Rmt.

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 1.65 mtr height

including necessary foundation, fittings with bolts,

painting and required all process as per specification

and as per drawing.

34 Cautionary warning sign:-Providing & Fixing sign 2.00 One 3808.65

boards made out of 2mm. alluminium sheet size No

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

35 Informatory Signs:-Providing and fixing sing boards 3.00 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

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

No. reference to book of Specification) Figures

36 Regulatory / Mandatory Signs 4.00 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 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 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

37 Hazard Marker sign : 8.00 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 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

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

No. reference to book of Specification) Figures

38 Bump Ahed sign :-Providing and fixing sing boards 8.00 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)

39 Chevron sign :-Providing and fixing sign boards made 12.00 One 3711.75

out of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T. Specifications;

3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm;

painted with bestquality 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 blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall besubmitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

Two Crore Seven Lakh Eighty Two Thousand Rupees And Forty Seven Paisa

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 put as

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add……..……..%

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

No. reference to book of Specification) Figures

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

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 4125 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