MMGSY/BUJ

Name of work :- Construction of Santshree Veera Aapa Jagya to Joining Raypar Samadhiyala

Road (NP) Km.0/000 -0/650 Ta.Babra, Dist.; Amreli. (Under MMGSY-Khas Angbhut-2025-26)

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 188.00 One 157.91

breaking clods, dressing with all lead and Cum

lift (Excluding watering and consolidation)

(A) From borrow area with all lead and

lift.Executed with machineries.(Selected soil

to be used for earthwork shall be from

BORROW AREA only having CBR not less

2 Box cutting the road surface to proper slope 1612.00 One 109.41

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as

directed upto all lead.

3 Earthwork in cutting in all sorts of soil and 378.00 One 134.12

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within 200 meters from the

end of the cutting with all required lead and

4 Supplying, stacking, spreading, rolling, 24.00 One 423.49

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

5 WBM Grading-1 664.00 One 1345.65

Providing, laying, spreading and Cum

compacting stone agg. Of 90mm to 45mm

size to water bound macadam specification

including spreading in uniform thickness,

hand packing, rolling with smooth wheel

roller 80-100 KN in stage to proper grade

and camber, applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-

1 as per Technical Specification Clasue.405

By menual means.

6 Rolling and Watering of earthwork in layers 155.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

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

No. and reference to book of Specification)

7 Excavation for foundation upto 1.5m depth 312.50 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

8 Excavation for foundation upto 1.5m depth 80.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

9 Excavation of foundation in hard murrum 307.00 One 611.32

and boulders and very stiff or sticky clays Cum

and other similar strata including shorting

out and struting and dewatering as

necessary and disposing of the excavated

stuff as directed.

10 Excavation in large boulders and soft rock 245.00 One 716.55

by wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

11 Excavation in hard rock by dry-wet blasting 75.20 One 1675.31

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

12 Providing and laying rubble for apron (Each 61.00 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

13 Providing and laying cement concrete work 904.00 One 4094.09

1:2:4 (1,cement, 2, Coaurse Sand, 4-Graded Cum

stone agg. 20mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work

in (A) Foundation, footing, base or columns

and mass concrete.

14 Providing and casting in situ ordinary 557.70 One 3921.63

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

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

No. and reference to book of Specification)

15 Providing and filling in foundation with 116.80 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

16 Construction of concrete road using tremix 678.00 One 6089.99

system with 20cm thick controlled M-200 Cum

concrete 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. complete.

17 Providing and casting in situ Controlled 296.60 One 5227.36

cement concrete M-200 for R.C.C. work in Cum

Piers, abutment, returns and riding returs as

per drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all

18 Providing and casting in situ Contolled 20.50 One 5307.46

Cement concrete M 20 mix for R.C.C. works Cum

in pier cap, abutment cap, and dirt wall

including controlled cement concrete M

bed block or pedestals for required size

below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and

finishing complete.

19 Providing and casting in situ Controlled 51.50 One 5457.74

cement concrete M 25 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

20 Providing and casting in situ Controlled 14.40 One 4371.55

cement concrete M-150 mix for Various Cum

thick wearing coat laid as directed incuding.

tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

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

No. and reference to book of Specification)

21 Providing and casting in situ Contolled 44.00 One 5300.56

cement concrete- M-200 for various thick Cum

wearing coat laid as directed incuding.

tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

22 Providing and casting in situ Contolled 14.40 One 5158.72

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

23 Providing and casting in situ Controlled 10.08 One 4869.02

cement concrete- M-20 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

24 Providing and laying weep hole in 67.00 One 56.12

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

25 Constructing RCC road gully chamber 8.00 One 8157.69

1500mm x 1500mm x 1500mm with vertical No

grating complete with Rajula Stone Cover

26 Providing and laying filter media 600mm. 67.10 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

27 Providing and fixing in position Mild steel 18.00 One 341.29

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

28 Providing and fixing in position Mild steel 18.00 One 399.70

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

29 Providing and laying in Position FE - 6.920 One 73858.69

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying

complete as per detailed drawings for the

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

Returns (D) Walls etc.

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

No. and reference to book of Specification)

30 Providing and Fixing in position FE- 15.240 One 73243.01

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

31 Providing 12mm. Thick Pre-moulded 14.40 One 703.53

asphalt filler joints as per drawings Sqm

32 Providing PVC 100mm. Diameter water 85.00 One 150.74

spouts including necessary iron gratings as No

33 Filling available excavated earth (excluding 653.50 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

34 Providing and fixing pre-cast Rubber Dye 2520.00 One 773.45

nter locking concrete block 80mm thick with sqm

grade of concrete M200 pnumatic

compressed by mechincally pressed and as

per approved design including 35mm stone

dust layer for levelling and filling the joit

with stone dust in proper line and level etc.

35 Finishing wall with weather proof exterior 81.00 One 120.26

emulsion paint on wall surface (two coats) sqm

to give an required shape even shade after

throuighly brushing the surface to remove

all dirt, and remains of loose powdered

materials etc. complete.

36 Supplying and fixing reinforced concrete 45.00 One 659.99

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3

of following internal diameter with all lead

and lift. (i) 300mm Dia.

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

No. and reference to book of Specification)

37 Supplying and fixing reinforced concrete 40.00 One 3469.25

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3

of following internal diameter with all lead

and lift. (i) 900mm Dia.

38 Supplying and fixing reinforced concrete 90.00 One 1968.38

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3

of following internal diameter with all lead

and lift. (i) 600mm Dia.

39 Dismantling the existing structure including 105.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

40 Providing temporary all weather and fair 60.00 One 1079.69

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete.

41 Providing and fixing Precast cement 3.00 One 356.49

concrete Hectometer as per IRC type design No

incl. painting, lettering etc. fixing in C.C.

42 Providing and fixing Precast cement 60.00 One 344.07

concrete Guard stone as per I.R.C. type No

design including white washing etc.

complete. Fixing in C.C.1:5:10.

43 Providing and fixing ordinary Kilometer 1.00 One 704.33

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For ODR, VR)

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

No. and reference to book of Specification)

44 Providing and fixing Indicator stone of 45.00 One 102.84

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in Earth

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

and angle iron incl. painting, lettering etc. No

complete. fixing in C.C. 1:4:8 block with

necessary excavation etc. complete as per

IRC type design (i) Reflective Type.

46 Village/Bump Ahead sign. : Providing and fixing 3.00 One 5045.36

sign boards made out of 2mm Aluminium sheet size No

90x60 cms. Rectangle as per the design of IRC-67-

1977 pre treated with phospheting process and acid

etching coated with one coat of apoxy primer and

two coats of best quality epoxy paint reflectorised

with retro reflective sheeting as per latest MOST

specification letter and numbers should be as per

IRC:30-1968, 3.1 Mt. long (2 nos) stand post and

frame fabricated from suitable size iron angle of

50x50x5mm, painted with best quality epoxy coating

in black and white bends, the details of symbole on

inscription/ numerals 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 45x45x60cms.

for each leg including excavation curring etc.

complete under the supervision of engineer in charge

(A) Engineer Grade.

47 Regulatory/Mandatory signs :Providing and fixing 4.00 One 3439.80

sing boards made out of 2mm aluminium sheet; size No

60cms. diameter circle as per the design of IRC-67-

1977 pre treated with phospheting process & acid

eteching; 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 75x75x6mm as required; painted with best

quality 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 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)...

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

No. and reference to book of Specification)

48 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) Engineering

49 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)...

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

No. and reference to book of Specification)

50 Direction sign (Junction board):-Providing and fixing 3.00 One 14831.70

sing boards made out of 2mm aluminium sheet; size No

244 x 122cms. 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 75x75x6mm as required; 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

51 Chevron sign :-Providing and fixing sign boards 12.00 One 3711.75

made 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 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. (A) Class-B Type-4 Retro

Reflective sheeting

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

No. and reference to book of Specification)

52 Citizen's information Board. Providing and fixing of 1.00 One 8560.76

typical MMGSY information board as per instruction. No

Two MS sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall be

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

mm x 75 mm 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.

53 Road Marking with Hot Applied paints with 334.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding of surface applied glass beads as per

IRC:35-2015 the finished surface to be level, uniform

and free from streaks and holes, zebra

patta/bump/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria

for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

54 Supplying and fixing cat eye (Stimsonite) 303.00 One 375.72

made out from acrilo beatiful sterine No

injuction high compressed molding with

reflector made of MMC (Prismatic type size

12cmx6cmx2.5cm) provided with

bituminous adhesive 100g. With each umit

for fixing (Engineer grade)

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

No. and reference to book of Specification)

55 Providing and fixing "W" shape metal crash 75.40 One 3198.67

safety barrier comprising of 3mm thick Rmt.

galvanised sheet to be fixed on ISMC

(150x75x5.4mm) series channel vertical post

to be spaced 2.0 mtr. c/c to be kept 1.650mtr

height as per MOST spesification incl.

necessary foundation, fittings with bolts,

painting and required all process as per

specificaation adndd as per drawings.

Rupees One Crore Ninety Six Lakh(s) Fifty One Thousand Six Hundred Eighteen

And Paise Ninety One Only

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 under.

* 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.

NOTE: Amount Rs. 33742.54 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