MMGSY NORMAL

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 0.82 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, 8413.00 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 49.00 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 Earthwork in cutting in all sorts of soil and soft 1695.00 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

5 Granular Sub-base with Black trap crushed stone Well 2341.00 One 1057.91

Cum. Graded Material (Table 400.1) By Mix in Place Cum

Method Construction of granular sub-base by

providing Black trap crushed stone well graded

material, spreading in uniform layers with motor

grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density,

complete as per Technical Specification Clause

For Grading I Material

6 WBM Grading 1 Providing, laying, spreading and 1172.00 One 1501.43

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

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

No. reference to book of Specification) Figures

7 WBM Grading 2 Providing, laying, spreading and 1583.00 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

8 Rolling and Watering of earthwork in layers with 9454.00 One 22.95

vibratory roller including filling in depression which Cum

occur during the process as directed.

9 Providing & Laying bitumeneous grout 37.50 mm 762.00 One 2270.49

thick for Emulsion RS1 at the rate of 4.00Kg/ 10 Sqm MT

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 drum mix plant etc. complete

10 Providing, laying and rolling of 25mm thick using 534.00 One 2883.86

Bitumean grade of VG-30 open graded premix MT

bituminous carpet with B.T. aggregate as specified

and using bitumen for Emulsion RS1 at the rate of

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 specification

11 Providing and laying seal coat using Bitumean grade 277.00 One 3105.27

of VG-30 with B.T. 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 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 146.00 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.

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

No. reference to book of Specification) Figures

13 Excavation for foundation upto 1.5m depth including 109.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50mt. lead.

14 Providing and filling in foundation with ordinary 86.00 One 3345.58

cement concrete M-10 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

15 Construction of concrete road using tremix system 34.00 One 6304.21

with 15cm thick controlled M-250 concrete mixing Cum

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. complete.

16 Providing and laying in Position FE 500/500D TMT 1.890 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 1.310 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 255.00 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 50.00 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 Supplying and fixing reinforced concrete heavy duty 30.00 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

21 Providing & casting in situ ordinary cement concrete 312.90 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

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

No. reference to book of Specification) Figures

22 Providing and cast in situ Controlled Cement 40.20 One 5300.56

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

wearing coat laid as directed incuding. tamping,

vibrating, finishing, curing and filling in joints with

bitumen complete.

23 Providing and fixing Precast cement concrete 12.00 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 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

25 Providing and fixing ordinary Kilometer stone of pre- 3.00 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.

26 Providing and fixing Indicator stone of approve stone 128.00 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 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.

28 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.

29 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

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.

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

No. reference to book of Specification) Figures

31 Citizen's Information Board- Providing and fixing of 1.00 One 8560.76

typical MMGSY information board as per instruction. No

Two M.S. sheets of 3 mm thick of 900mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25x25x5mm thick M.S. angle shall be welded

by two vertical M.S. angle of 5mm thick to 75mm x

75mm of 12 SWG square tubes posts duly embedded

in cement concrete M-15 grade blocks of 600mm x

600mm x 750mm below ground level. The letters &

figure of any shade reflectorised with high intensity

prismatic grade retro reflective sheeting of Type-4 as

per ASTM D-4956 and latest MORD specifications; All

sections of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A)

Class-B high intensity grade retro reflective sheeting.

32 Road marking with hot applied thermoplastic paints 645.00 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.

33 Supplying and fixing cat eye (Stimsonite) made out 360.00 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

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 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.

36 Village Name/Bump Ahead Sign : 2.00 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

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

No. reference to book of Specification) Figures

37 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

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

No. reference to book of Specification) Figures

One Crore Fifty Four Lakh Eighty Nine Thousand One Hundred Thirty Eight Rupees And

Seventeen 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

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division