MMGSY/SCSP

Name of work :- Construction of Nilavada to Taivadar Road (NP) Km 0/000-3/250 Ta.Babra,

Dist.; Amreli. (Under MMGSY-Khas Angbhut-2025-26)

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Clearing and grubbing of road land 0.86 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 12337.00 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 464.00 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 753.00 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 Granular Sub-base with Black trap crushed 2576.00 One 1019.19

stone well Graded Material (Table.400.1) by Cum

Mix in place Method. Construction of

Granular Sub-base by Providing Black Trap

cruhsed stone well greded material,

spreading in uniform layers with motor

graded on prepared surfce, mixing by mix in

place method with rotavator at OMC, and

compacting with Vibratory roller to achieve

the desired density, complete as per

Technical Specification Clause-401. For

Grading-1 Materials.

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

No. and reference to book of Specification)

6 WBM Grading-1 1735.40 One 1452.88

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.

7 WBM Grading-2 1412.00 One 1336.74

Providing, laying, spreading and compacting Cum

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 12173.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

9 Providing and laying bitumenous grout 680.00 One 2282.77

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 4.00kg/10sqm on W.B.M.

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

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

No. and reference to book of Specification)

10 Providing, laying and rolling 37.50mm thick 748.00 One 2876.05

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.

11 Providing and laying and rolling of 20mm 417.00 One 3422.20

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

12 Excavation for foundation upto 1.5m depth 1092.00 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 873.00 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)

14 Excavation of foundation in Sand graval caly 519.00 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.

15 Providing and laying rubble for apron (Each 56.70 One 1210.04

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

16 Providing and casting in situ ordinary 111.20 One 4291.68

cement concrete M-20 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

17 Providing and casting in situ ordinary 2799.70 One 3921.63

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

18 Providing and filling in foundation with 825.90 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

19 Construction of concrete road using tremix 328.00 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.

20 Providing and casting in situ Controlled 94.80 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

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

No. and reference to book of Specification)

21 Providing and casting in situ Controlled 39.90 One 5457.73

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

including centering, scaffolding, curing and

finishing complete.

22 Providing and casting in situ Contolled 408.00 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.

23 Providing and casting in situ Contolled 17.00 One 5158.71

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

24 Providing and casting in situ Controlled 2.50 One 4869.01

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

blocks including formwork,curing and

finishing complete.

25 Providing and laying weep hole in 599.60 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

26 Providing and laying filter media 600mm. 51.00 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

27 Providing and laying in Position FE - 17.710 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.

28 Providing and Fixing in position FE- 19.980 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.

29 Construction of fixing precast R.C.C. railing 36.70 One 1668.11

of M 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-

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

No. and reference to book of Specification)

30 Providing 12mm. Thick Pre-moulded asphalt 13.00 One 703.52

filler joints as per drawings Sqm

31 Providing PVC 100mm. Diameter water 12.00 One 159.36

spouts including necessary iron gratings as No

32 Filling available excavated earth (excluding 2224.00 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.

33 Supplying and fixing reinforced concrete 38.00 One 1968.37

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

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

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

following internal diameter with all lead and

lift. (i) 600mm Dia.

34 Supplying and fixing reinforced concrete 255.00 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.

35 Supplying and fixing reinforced concrete 160.00 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.

36 Dismantling the existing structure including 291.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

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

No. and reference to book of Specification)

37 Removing all types of Hume pipes and 20.00 One 321.16

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.)

38 Demolition and desposal of unserviceable 45.00 One 623.01

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

39 Providing temporary all weather and fair 80.00 One 2462.17

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain including providing necessary drains

and all safety measures including

Earthwork, Quarry spall,red lamps / signals

at night for traffic etc. complete.

40 Providing and fixing Precast cement concrete 12.00 One 356.49

Hectometer as per IRC type design incl. No

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

41 Providing and fixing Precast cement concrete 150.00 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.

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 146.00 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 Supplying and fixing Junction Boards of 2.00 One 5236.69

M.S. plates and angles as per I.R.C. design No

incl;. Fixing in C.C. 1:4:8 with necessary

excavation painting, figuring, lettering on

boards etc. complete.

45 Providing and fixing Village name Boards 2.00 One 3437.59

as per standard I.R.C. type design of steel No

plate incl. painting, lettering etc. complete

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

excavation etc. complete

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

No. and reference to book of Specification)

46 Providing and fixing Road sign of M.S. plate 10.00 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.

47 Providing and Fixing Flood guage post 10.00 One 3045.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

48 Village/Bump Ahead sign. : Providing and fixing 4.00 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.

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

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

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

1977 pre treated with phospheting process & acid

eteching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

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

No. and reference to book of Specification)

50 Hazard Marker sign : 12.00 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

51 Chevron sign :-Providing and fixing sign boards 30.00 One 3711.75

made out of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm;

painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription /

numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

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

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

No. and reference to book of Specification)

52 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.

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

typical MMGSY information board as per instruction. No

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

size fixed at top & bottom duly rivetted with MS

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

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

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel

tube will be painted with primer and two coats of

epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

54 Road Marking with Hot Applied paints with 815.00 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)

55 Supplying and fixing cat eye (Stimsonite) 472.00 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)

56 Providing and fixing "W" shape metal crash 64.00 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.

57 Providing and applying one coat Epoxy 2259.00 One 234.32

Phenolic primer of DFT 50 micron and two Smt.

coats of Polyurethane (aliphatic) epoxy paint-

75 micron DFT each or any other equivalent

epoxy coating system to all concrete surfaces

exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and

as per specification.

Rupees Four Crore Nineteen Lakh(s) Forty Six Thousand Four Hundred Sixty

Nine And Paise Ninety Eight Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent

( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My

\ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed

by the Engineer-In-Charge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

NOTE: Amount Rs. 23766.47 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