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 2.35 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, 2127.00 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 Box cutting the road surface to proper slope and 443.00 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto 50mts.lead

4 Scarifying graveled macadam or Bitumen macadam 2280.00 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 755.00 One 1406.81

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 Rolling and Watering of earthwork in layers with 2141.00 One 22.95

vibratory roller including filling in depression which Cum

occur during the process as directed.

7 Providing and applying primer coat with bitumen 5700.00 One 37.16

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

8 Providing,laying & rolling 50 mm thick compacted 3251.00 One 2639.13

Bitumeneous Macadam (B.M.) in one layer with B.T. MT

aggregates as specified and using RS-1 Emulsion for

tack coat at the rate of 2.50 Kg /10Sqm.on B.T.Surface

(As per IRC-16) and using bitumen grade VG-30 for

mixing with aggregate at the rate of 3.40% i.e.

kg/MT of total mix,,, including heating and mixing in

Drum mix plant and spreading the same by Paver

finisher and consolidation with Vibratory roller

including necessary including cost of Hire charges,

firewood, oil, Lubricants, labour charges, etc.by using

Drum mix plant, machineries and equipment, tools

etc. complete in accordance with the requirement of

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

No. reference to book of Specification) Figures

9 Providing and laying and rolling of 20mm thick 1361.00 One 3121.54

compacted mix seal surface with B.T.and aggregate as MT

specified using bitumen Grade VG-30 for mixing with

aggregate at the rate of 5.10% i.e. 51.00kg/ M.T. of

total mix, including heating and mixing in drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller including

necessary firewood, oil, lubricants, labour

charges,including flushing of sand 0.30 cum/10sqm.

etc complete in accordance with the requirement of

10 Excavation for foundation upto 1.5 m depth 236.00 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.

11 Excavation for foundation upto 1.5m depth including 181.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50 mt. lead.

12 Providing and filling in foundation with ordinary 219.00 One 3346.19

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

13 Providing and laying weep hole in Abutment and 91.00 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

14 Providing and laying in Position FE 500/500D TMT 3.330 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) R.C.C. Returns

15 Providing and Fixing in position FE 500/500D TMT 5.970 One 73243.01

bar reinforcement including cutting, bending, MT

hooking, and tying complete as per detailed drawaing

(A)RCC kerb (B) RCC Footpath (C) RCC App. Slab (D)

16 Filling available excavated earth (excluding rock ) in 361.00 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.

17 Supplying and fixing reinforced concrete heavy duty 57.50 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

18 Supplying and fixing reinforced concrete heavy duty 22.50 One 5560.00

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)1200mm. Dia

19 Dismantling the existing structure including removing 81.00 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

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

No. reference to book of Specification) Figures

20 Removing all types of Hume pipes and stacking 63.60 One 399.13

within a lead of 1000m including earthwork and Rmt.

Dismantaling of Masonary works as per technical

Specification Clause

21 Demolition and disposal of un serviceable materials 149.00 One 623.01

with all lead and lift (ii) Un reinforced cement Cum

22 Providing temporary diversion suitable for traffic 220.00 One 708.61

during the construction period of the bridge/ cd work Rmt.

by levelling existing ground and supplying and

spreading quarry spall in layers etc. complete.

23 Providing & casting in situ ordinary cement concrete 503.40 One 3921.63

M-150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-

Groves.Height from 0.0 M. to 5.0 M.

24 Construction of concrete road using tremix system 206.00 One 6302.85

with 20cm/15cm thick ordinary C.C. M-200 concrete Cum

mixing conplast P-211 water reduction admixure @

100ml/bag of cement and hardner 62.50ml. /bag

using fixing and removing "C" channels of required

road depth levelling if placed concrte with surface

vibrator, finishing the surface with power floater

and towel tight brooming as directed with providing

expantion joints 20x200mm and contraction joints

20x20mm using concrete cutter machine etc.

25 Providing and cast in situ Controlled Cement 30.20 One 5300.56

Concrete M-200 for avargae 75/150/200MM thick Cum

wearing coat laid as directed incuding. tamping,

vibrating, finishing, curring and filling in joints

with bitumen complete.

26 Providing and cast in situ Ordinary Cement 96.40 One 4364.80

Concrete M-200 for avargae 75/150/200MM thick Cum

wearing coat laid as directed incuding. tamping,

vibrating, finishing, curring and filling in joints

with bitumen complete.

27 Providing and fixing Precast cement concrete 36.00 One 356.49

Hectometer as per IRC type design incl. painting, No

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

28 Providing and fixing Precast cement concrete Guard 150.00 One 344.07

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

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

29 Providing and fixing ordinary Kilometer stone of pre- 9.00 One 1097.03

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.

30 Providing and fixing 5th Kilometer stone of pre-cast 1.00 One 1935.14

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

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

lettering etc. complete.

31 Providing and fixing Indicator stone of approve stone 397.00 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

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

No. reference to book of Specification) Figures

32 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.

33 Providing and fixing Village name Boards as per 5.00 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 etc. complete

34 Providing and fixing Road sign of M.S. plate and 10.00 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

35 Providing and Fixing Flood guage post confirming to 6.00 One 3045.15

IRC 67-2001 using engineering grade retro reflective No

sheeting including lettering and border as directed.

For New structure.

36 Road marking with hot applied thermoplastic paints 2086.00 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.

37 Supplying and fixing cat eye (Stimsonite) made out 1103.00 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

38 Cautionary Warning Sign-Providing and fixing sign 2.00 One 3808.65

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 90 x 190 x

cms. equilateral triangle 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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details

of symbol 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 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. A. Engineer Grade

39 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

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

No. reference to book of Specification) Figures

40 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 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.

41 Bump Ahead Sign : 4.00 One 5045.36

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*60 cms. rectangle 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 (2 nos) stand

post and frame fabricated from suitable size iron

angle of 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

42 Hazard Marker sign : 4.00 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

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

No. reference to book of Specification) Figures

43 Cautionary Warning Sign-Providing and fixing sign 4.00 One 3906.18

boards made out of 2mm aluminium sheet/4mm ACP No

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle 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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details

of symbol 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 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

44 Facility Informatory Sign :-Providing and fixing sign 1.00 One 3990.64

boards made out of 2mm aluminium sheet/4mm ACP No

(Aluminum composite Panel); size 80 x 60 cms.

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 reflectivesheeting of Type-4 as

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

3.6mtr 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 of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol 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 7 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

be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.sheeting

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

No. reference to book of Specification) Figures

45 Regulatory / Mandatory Sign :-Providing and fixing 4.00 One 3540.12

sign boards made out of 2mm aluminium sheet/4mm No

ACP (Aluminum composite Panel); size 60 cms. Dia

Circle 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;

3.6mtr 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 of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol 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 7 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

be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

46 Bump Ahed sign :-Providing and fixing sign boards 4.00 One 6397.43

made out of 2mm aluminium sheet/4mm ACP No

(Aluminum composite Panel); size 90x60 cms.

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;

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

65 * NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 * 35 *

3mm 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 * 45 * 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 be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

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

No. reference to book of Specification) Figures

47 Hazard Marker Sign :-Providing and fixing sign 22.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite Panel); size 90x30 cms.

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;

1.8mtr 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 of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol 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 7 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

be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

48 Chevron sign :-Providing and fixing sign boards made 30.00 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 Twenty Five Lakh Twenty Eight Thousand Two Hundred Thirty Nine Rupees

And Eighty Five Paisa

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

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

No. reference to book of Specification) Figures

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

Deduct……..……..% Add……..……..%

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. 18690 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