MMGSY/SCSP

Name of work :- Improvement of Gundran Approach Road (MDR) Km.0/000 - 3/700 Ta.Lilia

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 Clearing and grubbing of road land 1.03 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 477.00 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 882.00 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 2116.00 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, 1103.00 One 438.66

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

6 Scarifying graveled macadam or Bitumen 788.00 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-1 762.00 One 1501.43

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 486.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

9 Providing and appliying primer coat with 2625.00 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 1117.00 One 2075.63

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 1072.00 One 2675.76

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 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 598.00 One 3130.29

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

13 Excavation for foundation upto 1.5m depth 343.00 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 343.00 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 52.00 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 52.00 One 716.55

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

17 Providing and casting in situ ordinary 1203.00 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 537.80 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 and casting in situ Ordinary 41.70 One 4364.80

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.

20 Construction of concrete road using tremix 628.00 One 6302.85

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.

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 59.60 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.

22 Providing and laying weep hole in 569.00 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

23 Providing and laying in Position FE - 5.290 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.

24 Providing and Fixing in position FE- 12.580 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.

25 Filling available excavated earth (excluding 726.00 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.

26 Demolition and desposal of unserviceable 28.00 One 623.01

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

27 Providing temporary all weather and fair 140.00 One 708.61

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.

28 Providing and fixing Precast cement concrete 15.00 One 356.49

Hectometer as per IRC type design incl. No

painting, lettering etc. 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)

29 Providing and fixing Precast cement concrete 120.00 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.

30 Providing and fixing ordinary Kilometer 4.00 One 1293.38

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, MDR,SH)

31 Providing and fixing Indicator stone of 166.00 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

32 Providing and fixing Road sign of M.S. plate 8.00 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.

33 Providing and Fixing Flood guage post 2.00 One 3046.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

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

No. and reference to book of Specification)

34 Village name Sign :-Providing and fixing sign boards 10.00 One 6397.43

made out of 2mm aluminium sheet / 4mm ACP No

(Aluminum composite Panel); size 90x60 cms.

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;

3.3mtr 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 of 35 x 35 x

3mm; 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

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

35 Regulatory / Mandatory Sign :-Providing and fixing 6.00 One 3540.12

sign boards made out of 2mm aluminium sheet / No

4mm ACP (Aluminum composite Panel); size 60 cms.

Dia Circle 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;

3.6mtr 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 of 35 x 35 x

3mm; painted with bestquality 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 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. (B) 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)

36 Hazard Marker Sign :-Providing and fixing sign 8.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite Panel); size 90x30 cms.

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;

1.8mtr 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 of 35 x 35 x

3mm; painted with bestquality 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 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. (B) Class-B Type-4

Retro Reflective sheeting

37 Facility Informatory Sign :-Providing and fixing sign 1.00 One 3990.64

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 80 x 60 cms.

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;

3.6mtr 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 of 35 x 35 x

3mm; painted with bestquality 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 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. (B) 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)

38 Chevron sign :-Providing and fixing sign boards 24.00 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)

39 Direction (Junction) Sign :-Providing and fixing sign 4.00 One 21287.50

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 244x122 cms.

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;

4.0mtr (2 Nos.) 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 of

50x50x5mm; painted with bestquality 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

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. (B) Class-B Type-4

Retro Reflective sheeting

40 Cautionary Warning Sign :-Providing and fixing sign 2.00 One 3906.18

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 90 x 90 x

cms. equilateral triangle 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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality

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 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

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

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

No. and reference to book of Specification)

41 Road Marking with Hot Applied paints with 957.00 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.

42 Supplying and fixing cat eye (Stimsonite) 590.00 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)

43 Providing and fixing "W" shape metal crash 80.00 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.

44 Providing and laying PP Extruded Geogrid 290.00 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 Two Crore Thirty Four Lakh(s) Thirteen Thousand Five Hundred Seven

And Paise Forty Six 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division