MMGSY/BUJ

Name of work :- Resurfacing to Roads of Amreli District Package No.RPC-

2/AMR/MMGSY/Normal/2025-26/P.05 Ta.Dhari , Dist.; Amreli.

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Clearing and grubbing of road land 1.01 One 28455.09

incl.uprooting rank vegetation, grass, Hect.

bushes, shurbs, saplings and trees girth upto

300mm removal of stumps of trees cut

earlier and disposal of unserviceable

materials © By mechanical means in area of

2 Earthwork for embankment including 2062.00 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

3 Box cutting the road surface to proper slope 611.60 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.

4 Earthwork in cutting in all sorts of soil and 1397.00 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

5 Supplying, stacking, spreading, rolling, 702.80 One 602.46

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

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

No. and reference to book of Specification)

6 WBM Grading-1 153.00 One 1654.17

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.

7 WBM Grading-2 107.70 One 1601.15

Providing, laying, spreading and Cum

compacting stone agg. Of 63mm 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-

2 as per Technical Specification Clasue.405

By menual means.

8 Rolling and Watering of earthwork in layers 1807.00 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)

9 Providing and laying bitumenous grout 812.00 One 2183.44

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 2.50kg/10sqm on

B.T.Surface and using BT chips for required

gradation with the asphalt of grade VG-30 at

the rate of 1.99% i.e 19.90kg/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. complete.

10 Providing, laying and rolling 37.50mm thick 894.00 One 2798.76

compacted bitumenous Macadam (B.M.) in MT

one layer with B.T. aggregates as specified

and using Emulsion RS1 for tack coat at the

rate of 2.50kg/10sqm (As per IRC-16) and

using bitumen grade VG-30 for mixing with

agg. at the rate of 3.40% i.e 34.00kg/MT of

total mix including 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 constractor's

own Drum mix plant, machineries and

equipment, tools etc. complete in

accordanace with the requirement of

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

No. and reference to book of Specification)

11 Providing and laying and rolling of 20mm 500.00 One 3269.86

Compacted mix seal surface with B.T. and MT

aggregate as spedified using bitumen Grade

VG-30 for mixing with aggregate at the rate

of 5.10% i.e 51.00Kg/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 firewood, oil,

lubricants, labour charges using contractor's

own drum mix plant, machineries and

equipment, tools etc including flushing of

sand 0.27cum/10sqm etc. complete in

accordance with the requirement of

12 Excavation for foundation upto 1.5m depth 390.00 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.

13 Excavation for foundation upto 1.5m depth 272.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

14 Excavation of foundation in Sand graval 535.40 One 511.11

caly soft soil and murrum etc. including Cum

shoring, struting dewatering as necessary

and disposing of the excavated stuff as

directed. Depth upto 3.00mt.

15 Excavation of foundation in hard murrum 297.40 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.

16 Providing and laying rubble for apron (Each 47.00 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

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

No. and reference to book of Specification)

17 Providing and casting in situ ordinary 735.00 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

18 Providing and filling in foundation with 376.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

19 Providing parapet of ordinary cement 59.60 One 1086.62

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

20 Construction of concrete road using tremix 291.00 One 6898.81

system with 20cm thick controlled M-250 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.

21 Providing and casting in situ Controlled 583.70 One 5227.35

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

22 Providing and casting in situ Controlled 144.60 One 4620.44

Cement Concrete M-200 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

23 Providing and casting in situ Controlled 58.40 One 5276.61

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

including centering, scaffolding, curing and

finishing complete.

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

No. and reference to book of Specification)

24 Providing and casting in situ Contolled 104.90 One 5300.56

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

25 Providing and casting in situ Contolled 16.20 One 5158.71

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

26 Providing and casting in situ Controlled 3.60 One 4869.01

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

blocks including formwork,curing and

finishing complete.

27 Providing and laying weep hole in 426.00 One 56.12

Abutment and returns by using A.C/PVC No

pipe of 100mm. Incl. fixing in proper grade

and jointing the complete as per detailed

28 Providing and laying filter media 600mm. 69.00 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

29 Providing and laying in Position FE - 6.860 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.

30 Providing and Fixing in position FE- 25.920 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 36.20 One 703.52

asphalt filler joints as per drawings Sqm

32 Providing G.I. 100mm. Diameter water 16.00 One 536.02

spouts including necessary iron gratings as No

33 Providing flood gauge marks on sub 12.00 One 156.33

structure as per design including painting Rmt.

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

No. and reference to book of Specification)

34 Filling available excavated earth (excluding 823.80 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.

35 Supplying and fixing reinforced concrete 22.50 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.

36 Dismantling the existing structure including 200.80 One 409.22

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

37 Dismantling the existing structure including 291.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

38 Dismantling G.I. Pipes G.S.W. Pipes and 52.50 One 76.67

A.C Rain water pipes with fitting and Rmt.

clamps including stacking the materials

with all lead and lift (for any of pipe)

39 Providing temporary all weather and fair 260.00 One 1849.71

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.

40 Providing and fixing Precast cement 16.00 One 356.49

concrete Hectometer as per IRC type design No

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

41 Providing and fixing Precast cement 420.00 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.

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

No. and reference to book of Specification)

42 Providing and fixing ordinary Kilometer 5.00 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)

43 Providing and fixing Indicator stone of 184.00 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

44 Providing and fixing Flood guage post mark 2.00 One 1141.30

of 'C' angle size 100mm x 50mm x 6mm No

thick (in head wall 0.500mt. And 1.50mt.

Out side with painting and lettering with

redeum color as directed.

45 Village/Bump Ahead sign. : Providing and fixing 15.00 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.

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

No. and reference to book of Specification)

46 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 (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

47 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

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

No. and reference to book of Specification)

48 Sign Board per square Meter :-Providing and fixing 14.00 One 7615.37

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

1 Meter x 1 Meter as as per the design given by

engineer in charge 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 may be fabricated either from

suitable size iron angle of 35 x 35x 3mm & 50 x 50 x

5mm & 75 x 75 x 6mm 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

49 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle 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 3.1 Mt. long stand post and

frame fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted with

best quality epoxy coating 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 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineering Grade.

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

No. and reference to book of Specification)

50 Citizen's information Board. Providing and fixing of 2.00 One 7399.26

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.

51 Road Marking with Hot Applied paints with 906.00 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.

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

No. and reference to book of Specification)

52 Cat Eye / Road Stud / RPM: Supplying of 640.00 One 326.23

Molded Twin Shanks Raised Pavement No

Markers made of polycarbonate and ABS

moulded body and reflective panels with

micro prismatic lens capable of providing

total internal reflection of the light entering

the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

4280 Type H and complying to

Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 DO III

Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of

Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on

the road for the shanks to go inside, without

nails and using epoxy resin based adhesive

as per manufacturers recommendation and

The color of the marker should be as per the

53 IRC 35-2015and

Providing anderecting

a "W"by Engineer-in-

metal crash 86.00 One 3723.56

barrier comprising of 3mm thick currugated Rmt.

sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series

channel vertical post, 150x75x5mm spaced

2m center to center, 1.8m high, 1.1m below

ground/road level, all steel parts and

fitments to be galavanized by hot dip

process, all fittings to conform to IS:1367

and IS:1364 metal beam rail to be fixed on

the vertical post with a spacer of channel

section 150x75x5mm, 330mm long complete

Rupees Two Crore Thirty Nine Lakh(s) Fourteen Thousand Two Hundred

Twenty One And Paise Sixty 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.

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

No. and reference to book of Specification)

* 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. 70611/-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