MMGSY/BUJ

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

2/AMR/MMGSY/Normal/2025-26/P.22 Ta.Lathi , 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 2.88 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 1449.00 One 157.91

breaking clods, dressing with all lead and lift Cum

(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 850.00 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.

4 Earthwork in cutting in all sorts of soil and 5602.00 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, 2387.00 One 426.34

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

6 Scarifying graveled macadam or Bitumen 6869.00 One 41.60

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

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

No. and reference to book of Specification)

7 WBM Grading-1 3064.00 One 1531.24

Providing, laying, spreading and compacting Cum

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.

8 Rolling and Watering of earthwork in layers 2417.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

9 Providing and appliying primer coat with 22895.00 One 37.37

bitumen emulsion RS on prepared surface of Sqm

granular Base including clearing of road

surface and spraying primer at the rate of

0.75kg/sqm using mechanical means,

10 Providing and laying bitumenous grout 2552.00 One 2085.61

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.

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

No. and reference to book of Specification)

11 Providing, laying and rolling 37.50mm thick 2821.00 One 2685.68

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 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 sepcification.

12 Providing and laying and rolling of 20mm 1595.00 One 3140.25

thick Compacted mix seal surface with B.T. MT

and 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 0.30cum/10sqm etc. complete in

accordance with the requirement of

13 Excavation for foundation upto 1.5m depth 396.00 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.

14 Excavation for foundation upto 1.5m depth 295.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

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

No. and reference to book of Specification)

15 Excavation of foundation in hard murrum 127.00 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.

16 Excavation in large boulders and soft rock by 131.00 One 716.55

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

17 Excavation in hard rock by dry-wet blasting 45.30 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

18 Providing and laying rubble for apron (Each 42.00 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

19 Providing and casting in situ ordinary 827.50 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

20 Providing and filling in foundation with 627.70 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

21 Providing parapet of ordinary cement 19.20 One 1086.63

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.

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

No. and reference to book of Specification)

22 Construction of concrete road using tremix 742.00 One 6144.14

system with 20cm/15cm thick controlled M- Cum

200 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.

23 Providing and casting in situ Controlled 135.60 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

24 Providing and casting in situ Contolled 14.50 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.

25 Providing and casting in situ Controlled 33.20 One 5457.74

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

including centering, scaffolding, curing and

finishing complete.

26 Providing and casting in situ Controlled 9.80 One 4371.55

cement concrete M-150 mix for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

27 Providing and casting in situ Contolled 155.20 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.

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

No. and reference to book of Specification)

28 Providing and casting in situ Contolled 16.10 One 5158.72

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

29 Providing and casting in situ Controlled 2.69 One 4869.02

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

blocks including formwork,curing and

finishing complete.

30 Providing and laying weep hole in 14.00 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

31 Providing and laying filter media 600mm. 30.60 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

32 Providing and fixing in position Mild steel 12.00 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.

33 Providing and fixing in position Mild steel 12.00 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.

34 Providing and laying in Position FE - 7.540 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.

35 Providing and Fixing in position FE- 17.840 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.

36 Providing 12mm. Thick Pre-moulded asphalt 29.20 One 703.53

filler joints as per drawings Sqm

37 Providing PVC 100mm. Diameter water 43.00 One 150.74

spouts including necessary iron gratings as No

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

No. and reference to book of Specification)

38 Filling available excavated earth (excluding 691.00 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.

39 Supplying and fixing reinforced concrete 95.00 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.

40 Dismantling the existing structure including 47.00 One 409.22

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

41 Dismantling the existing structure including 187.50 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

42 Providing temporary all weather and fair 255.00 One 778.97

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.

43 Providing and fixing Precast cement concrete 41.00 One 356.49

Hectometer as per IRC type design incl. No

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

44 Providing and fixing Precast cement concrete 330.00 One 344.07

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

including white washing etc. complete.

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

45 Providing and fixing ordinary Kilometer 9.00 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)

46 Providing and fixing 5th Kilometer stone of 1.00 One 1935.14

pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in

C..C. 1:4:8 including painting lettering etc.

47 Providing and fixing Indicator stone of 439.00 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

48 Providing and fixing Road sign of M.S. plate 22.00 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.

49 Providing and Fixing Flood guage post 8.00 One 3045.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

50 Village/Bump Ahead sign. : Providing and fixing 14.00 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)

51 Informatory Signs :-Providing and fixing sing boards 2.00 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(VR)...

52 Regulatory/Mandatory signs :Providing and fixing 8.00 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)

53 Hazard Marker sign : 32.00 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

54 Chevron sign :-Providing and fixing sign boards 66.00 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

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)

55 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 Grade(VR)...

56 Cautionary Warning Sign : Providing and fixing sign 8.00 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)

57 Road Marking with Hot Applied paints with 2439.00 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.

58 Supplying and fixing cat eye (Stimsonite) 1523.00 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)

59 Providing and fixing "W" shape metal crash 16.20 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.

60 Providing and laying PP Extruded Geogrid 53.50 One 116.15

techgrid PP 3030 having sperture of Smt.

38mmx38mm. The Biaxial Geogrid shall

have tensil strength of 11kn/m @21.6kn/m

2% & 5% strain respectively & confirm to

attached specification as per direction of

Engineer-in-charge

Rupees Four Crore Thirty Four Lakh(s) Two Thousand One Hundred Seventy

One And Paise Fifty Two 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.35376.39 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