MMGSY/BUJ

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

2/AMR/MMGSY/Normal/2025-26/P.23 Ta.Lathi-Liliya , 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 2.75 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 1160.00 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 2038.00 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 5323.00 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, 2499.00 One 428.97

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

6 Scarifying graveled macadam or Bitumen 822.00 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 1415.30 One 1689.99

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 1770.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

9 Providing and appliying primer coat with 2738.00 One 37.42

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 1491.00 One 2156.17

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 50mm thick 1619.00 One 2682.26

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 605.00 One 3167.94

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 0.30cum/10sqm etc. complete in

accordance with the requirement of

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

No. and reference to book of Specification)

13 Providing, laying and rolling of 25mm thick 920.00 One 2788.48

open graded premix bituminous carpet with MT

B.T aggregates as specified and using

Emulsion RS1 for tack coat at the rate of

2.50kg/10sqm on B.T.Surface (As per IRC-

16) and using bitumen VG-30 for mixing

with aggregate at the rate of 3.36% i.e

33.60kg/MT. of total mix including heating

and mixing in drum mix plant, spreading the

same with paver finisher and consolidation

with vibratory roller including necessary

firewood, oil, lubricants, labour charges etc.

using equipment tools etc. completed in

accordance with the requirement of

14 Providing and laying seal coat using Bitumin 638.00 One 2968.97

grade VG-30 with B.T. aggregate as specified MT

using aggregate at the rate of

0.24cum/10sqm. And bitumen for mixing

with aggregate at the rate of 4.5% i.e

45.00kg/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

using contractor's own drum mix plant,

machineries and equipment, tools etc.

complete in accordanace with the

requirement of specification.

15 Providing and laying Asphalt painting on BT 6319.00 One 23.65

Surface with Bitumen Grade VG-30 at the Sqm

rate of 5.00kg/10sqm by Mechenical sprayer

and spreading the stone dust on prepared

surface at the rate of 0.03cum/10 sqm and

Rolling with smooth wheeled roller and

pnematic roller and brushing etc. complete.

16 Excavation for foundation upto 1.5m depth 394.00 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.

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

No. and reference to book of Specification)

17 Excavation for foundation upto 1.5m depth 305.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

18 Excavation of foundation in Sand graval caly 211.00 One 511.11

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

19 Providing and laying rubble for apron (Each 20.30 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

20 Providing and casting in situ ordinary 72.00 One 4291.68

cement concrete M-200 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

21 Providing and casting in situ ordinary 860.00 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

22 Providing and filling in foundation with 1141.70 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

23 Providing and casting in situ Ordinary 14.10 One 4364.80

cement concrete- M-200 for average Cum

75/150/200mm 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)

24 Construction of concrete road using tremix 1448.00 One 6302.85

system with 15cm 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.

25 Providing and casting in situ Controlled 42.60 One 4726.17

Cement Concrete M-250 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

26 Providing and casting in situ Controlled 16.70 One 5457.73

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

including centering, scaffolding, curing and

finishing complete.

27 Providing and casting in situ Contolled 92.60 One 5300.56

cement concrete- M-200 for average Cum

75/150/200mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

28 Providing and casting in situ Contolled 14.80 One 5158.71

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

29 Providing and casting in situ Controlled 1.20 One 4869.01

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

blocks including formwork,curing and

finishing complete.

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

No. and reference to book of Specification)

30 Guniting concrete surface with cement 333.00 One 1595.80

mortar 1:2 (1 part of cement: 2 parts of Sqm

graded sand) for specified thickness, to be

done in two layers, applied with compressor

after cleaning surface and spraying with

epoxy (bonding agent ) @1.00 kg per

sqm area, using quicksetting compound as

per manufacturer"s specifications including

50 mm x 50 mm × 3mm G.I wire mesh as

reinforcement, scaffolding, all equipments

labour etc. complete as per technical

specifications, for average thickness of :

31 Providing and laying weep hole in 144.00 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

32 Providing and laying filter media 600mm. 39.00 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

33 Providing and laying in Position FE - 5.620 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.

34 Providing and Fixing in position FE- 33.470 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.

35 Construction of Precast R.C.C. railing of M 23.30 One 1668.11

30 grade concrete having 2-tire (Raw) of Rmt.

hand pail dimension as shown on detail

drawing and vertical posts not to exceed

2.0m including necessary TMT steel,

formwork, painting with weateherproof

paint, supoplying of all materail, labour etc.

complete as per instruction of Engineer-in-

36 Providing 12mm. Thick Pre-moulded asphalt 10.00 One 703.52

filler joints as per drawings Sqm

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

No. and reference to book of Specification)

37 Providing PVC 100mm. Diameter water 8.00 One 159.36

spouts including necessary iron gratings as No

38 Filling available excavated earth (excluding 751.00 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 105.00 One 5560.00

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) 1200mm Dia.

40 Dismantling the existing structure including 174.00 One 409.22

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

41 Dismantling the existing structure including 59.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

42 Removing all types of Hume pipes and 102.20 One 399.13

stacking within a lead of 1000m including Rmt.

earthwork and Dismantaling of Masonary

works as per technical Specification Clause.

202 All Diameter (600mm to 900mm dia and

upto 600mm dia.)

43 Demolition and desposal of unserviceable 13.00 One 623.01

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

44 Providing temporary all weather and fair 260.00 One 910.03

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain/ CD works etc. including providing

necessary drains and all safety measures

including red lamps / signals at night for

traffic etc. complete.

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

No. and reference to book of Specification)

45 Providing and fixing Precast cement concrete 38.00 One 356.49

Hectometer as per IRC type design incl. No

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

46 Providing and fixing Precast cement concrete 510.00 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.

47 Providing and fixing ordinary Kilometer 11.00 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)

48 Providing and fixing Indicator stone of 419.00 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

49 Providing and fixing Road sign of M.S. plate 34.00 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.

50 Providing and Fixing Flood guage post 4.00 One 3045.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

51 Village/Bump Ahead sign. : Providing and fixing 24.00 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)

52 Informatory Signs :-Providing and fixing sing boards 4.00 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)...

53 Regulatory/Mandatory signs :Providing and fixing 16.00 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)

54 Hazard Marker sign : 28.00 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

55 Chevron sign :-Providing and fixing sign boards 102.00 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)

56 Direction sign (Junction board):-Providing and fixing 5.00 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)...

57 Railway crossing sign:Providing & Fixing sign boards 4.00 One 5173.35

made out of 2mm aluminium sheet, size No

90x90x90cms. triangle plus 90 x 30cms additional

plate as per the attached drawing (IRC) 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 sheeting as per

latest M.O.S.T. Specifications 3.1. long stand post and

frame fabricated from iron angle of 35 x 35 x 3mm ,

x 75 x 6mm as required painted with best quality

epoxy coatings in black and white bends. The fixing

at site shall be in 1:2:4 CC block of size 45 x 45 x

cms for each leg. including excavation curing etc.

complete 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)

58 Cautionary Warning Sign : Providing and fixing sign 4.00 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.

59 Road Marking with Hot Applied paints with 2384.00 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.

60 Supplying and fixing cat eye (Stimsonite) 1584.00 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)

61 Providing and fixing "W" shape metal crash 10.00 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 Four Crore Forty Lakh(s) Forty Seven Thousand Two Hundred Ninety

Four And Paise Sixty Nine 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.29339.76 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