Construction of S.H to Ishvarnagar Road (Section Km.0/500 to4/900 (Non-Plan) Ta.Halvad , Dist.; Morbi (Under MMGSY-Normal-2025-26)(2nd Attempt)

Name of work :- Construction of S.H to Ishvarnagar Road (Section Km.0/500 to 4/900) (Non-

Plan) Ta.Halvad , Dist.; Morbi (Under MMGSY-Normal-2025-26) (2nd Attempt)

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 2.36 One 28455.09

incl.uprooting rank vegetation, grass, bushes, Hect.

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 Light jungle.

2 Earthwork for embankment including 9266.00 One 169.28

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and lift.

3 Box cutting the road surface to proper slope 290.00 One 156.34

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 3004.00 One 181.57

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within all lead from the end

of the cutting with all required lead and lift.

5 Supplying, stacking, spreading, rolling, 2149.00 One 666.60

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

6 Providing & Laying of Granular Sub-Base 4512.00 One 1059.49

(G.S.B.)Grade-l C.B.R. not iess than 30% by Cum

providing close graded materials, consisting

of B.T. crushed stone aggregates 53 mm to

mm to below @ 40% combination, spreading

in uniform layers with motor grader on

prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve

desired density, complete as per Clause

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

No. and reference to book of Specification)

7 WBM Grading-1 2023.00 One 1542.27

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm to 45mm size to water

bound macadam (WBM Gr.I) 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

8 WBM Grading-2 2516.00 One 1412.99

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam (WBM Gr.II) 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

9 Rolling and Watering of earthwork in layers 9411.00 One 22.96

with vibratory roller including filling in Cum

depression which occur during the process

10 Providing and laying bitumenous grout 1165.00 One 2203.03

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 4.0kg/10sqm on on

Esisting WBM 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 & rolling 37.50 mm thick 1282.00 One 2694.93

compacted Bitumeneous Macadam (B.M.) in MT

one layer with B.T. aggregates as per

MoRT&H specification and Emulsion RS-1

for tack coat at the rate of 2.50 Kg /10Sqm.on

B.T.Surface (As per IRC- 16) with

mechanical sprayer and using bitumen grade

VG-30 for mixing with aggregate at the rate

of 3.40% i.e. 34.00 kg/MT of total mix,

including heating and mixing in Hot mix

plant and spreading the same by Paver

finisher and consolidation with roller

including necessary including cost of Hire

charges, firewood, oil, lubricants, labour

charges,etc.by using contractor's own Hot

mix plant, machineries and equipment, tools

etc. complete in accordanace with the

requirement of sepcification.

12 Providing and laying and rolling of 715.00 One 3206.42

compacted 20 mm thick Mix Seal Surface MT

(MSS) with B.T. aggregate as specified, using

asphalt grade VG-30 bitumen for mixing

with aggregate at the rate of 5.10% i.e.

51.00kg/ M.T. of total mix in Hot mix plant

and transporting the mix material by tippers

and laying with paver finisher to the road

level and consolidation with vibratory roller

including necessary firewood, oil, lubricants,

labour charges, using contractor's own hot

mix plant, machineries and equipment, tools

etc.including flushing of sand

cum/10sqm. etc complete in accordance with

the requirement of specification Type-A

13 Excavation for foundation upto 1.5m depth 636.00 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)

14 Providing and casting in situ ordinary 646.80 One 3921.64

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

15 Providing and filling in foundation with 263.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

16 Providing and casting in situ Ordinary 227.80 One 4338.66

cement concrete- M-200 for average Various Cum

thickness wearing coat laid as directed

incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen

17 Providing and laying design mix cement 110.00 One 5839.82

concrete of M-25 grade, in roads having un- Cum

reinforced, dowel jointed, plain cement

concrete pavement over a prepared sub base

with 53 grade cement, coarse and fine

aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding

mm, mixed in a batching and mixing plant as

per approved mix design, transported to site,

laid with a fixed form or slip form paver,

spread, compacted and finished in a

continuous operation including provision of

contraction, expansion, construction and

longitudinal joints, joint filler, separation

membrane sealant primer inint sealant

debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound,

finishing to lines and grades as per drawing

18 Providing and laying weep hole in 116.00 One 86.70

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

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

No. and reference to book of Specification)

19 Providing and laying in Position FE - 5.020 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.

20 Providing and Fixing in position FE- 7.980 One 73243.02

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.

21 Filling available excavated earth (excluding 636.00 One 136.92

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

22 Supplying and fixing reinforced concrete 75.00 One 1190.05

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) 450mm Dia.

23 Supplying and fixing reinforced concrete 30.00 One 5560.01

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.

24 Dismantling the existing structure including 72.00 One 409.22

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

25 Demolition and desposal of unserviceable 56.00 One 623.02

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

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

No. and reference to book of Specification)

26 Providing and fixing Precast cement concrete 20.00 One 356.50

Hectometer as per IRC type design incl. No

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

27 Providing and fixing Precast cement concrete 81.00 One 350.81

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

including white washing etc. complete.

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

28 Providing and fixing ordinary Kilometer 5.00 One 704.34

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)

29 Providing and fixing Indicator stone of 220.00 One 343.27

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

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

30 Providing and fixing Village name Boards as 2.00 One 3437.60

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

incl. painting, lettering etc. complete with

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

excavation etc. complete

31 Providing and fixing Road sign of M.S. plate 6.00 One 3072.99

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.

32 Providing and fixing Flood guage post mark 10.00 One 2096.60

of 'C' angle size 100mm x 50mm x 5mm thick No

(in head wall 0.50mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.)

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

No. and reference to book of Specification)

33 Informatory Signs :-Providing and fixing sing boards 2.00 One 3856.90

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)...

34 Regulatory/Mandatory signs :Providing and fixing 6.00 One 3439.81

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)

35 Hazard Marker sign : 16.00 One 2423.74

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 Grade

36 Direction sign (Junction board):-Providing and fixing 2.00 One 14831.71

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.

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

No. and reference to book of Specification)

37 Route marker sign :- 30.00 One 3744.68

Providing & fixing sign boards made out of 2mm No

aluminium sheet, size 60x45cms. rectangle plus

30x25cms 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 ;

3.1m long stand post and frame fabricated from iron

angle of 35 x 35 x 3mm , 75x75x6mm as required,

painted with best quality epoxy coating in black and

white bends The details of 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

45x 60cms. for each leg, including excavation curing

etc. complete under the supervision of engineer in

charge.(A) Engineer Grade

38 Cautionary Warning Sign : Providing and fixing sign 10.00 One 3808.66

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.

39 Providing and erecting logo cum informatory retro 2.00 One 6050.91

reflectorised board as per IRC-67 made of engineering No

grade sheeting as per specification fixed over

alluminium sheeting,2mm. thick as logo board with

vertical support of M.S. angle 35x35x5 mm and lateral

clearance of 100mm between logo & informatory

board and 2mm.thick M.S. plate asinformation board

with area exceeding 0.90 sqm. fixed on frame of an

angle 35x35x5 mm and supported on a M.S. angle iron

post 75mm x75mm x6 mm - 2Nos firmly fixed to the

ground by means of properly designed foundation

with M 15 grade cement concrete 45cm x45cm x60cm,

below ground level as per drawing, including paiting

and installation at site.

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

No. and reference to book of Specification)

40 Road Marking with Hot Applied paints with 36.00 One 367.73

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.

41 Cate eye / road stud/ RPM : Supplying 40.00 One 326.23

Raised Pavement markers of polycarbonate No

and ABS moulded body and reflective panels

with micro prismatic lens (No glass bead

lens) capable of providing total internal

reflection of the light entering the lens face

and shall support a load of 13635 kgs. tested

in accordanace to ASTM D 4280 type H and

complying to specification of category A of

MORTH circular No RW/NH/33023/10-97-

DO III Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and

130mm and with minimum reflective area of

13sqcm on each side and the slope to the

base shall be 35+/-5 degree. the body of the

marker should having finger grip for easy

and accurate placement and application with

epoxy /bituminous adhesive as

recommended by the manufacturer of the

marker. the colour of the marker should be

as per the IRC:35-2015 and as directed by

Engineer-in-charge.

Rupees Three Crore Six Lakh(s) Seventy Two Thousand Four Hundred Eighty Four

And Paise Two Only

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

No. and reference to book of Specification)

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division