Resurfacing to Roads of Morbi District Package No.RPC- 1/MRB/MMGSY/Normal/2025-26/P.01 Ta.Wankaner , Dist.; Morbi(2nd Attempt) 1- Resurfacing of Lunsariya to Nava Lunsariya Road Km.0/0 to 2/250 (Non Plan) Ta.Wankaner 2- Resurfacing of Nava Lunsariya Approach Road Km.0/0 to 1/750 (Non Plan) Ta.Wankaner

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

1/MRB/MMGSY/Normal/2025-26/P.01 Ta.Wankaner , Dist.; Morbi (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 2.24 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 2413.00 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 1096.00 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 1620.00 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 Scarifying graveled macadam or Bitumen 1208.00 One 41.60

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

6 WBM Grading-2 1436.00 One 1356.43

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

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

No. and reference to book of Specification)

7 Providing, laying, spreading and compacting 60.00 One 1356.43

stone aggregates of 40 to 63 mm sizes with Cum

all lead to water bound macadam (W.B.M)

specification including spreading in uniform

thickness, hand packing, rolling with smooth

wheel roller 80-100 kN in stages to proper

grade and camber, applying and brooming,

stone screening/binding materials to fill-up

the interstices of coarse aggregate, watering

and compacting to the required density

grading as per Technical Specification Clause

405. By Machinary Means

8 Rolling and Watering of earthwork in layers 3771.00 One 22.96

with vibratory roller including filling in Cum

depression which occur during the process

9 Preparing surface by Brushing with wire 6720.00 One 17.03

brushes for removing caked mud etc. Sqm

sweeping with brooms and finally fanning

the cleaned surface with gunney bags to

remove all loose dirt etc. (ii) Black top

10 Providing and appliying primer coat with 6038.00 One 37.47

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,

11 Providing, Laying & Rolling of Built Up 12803.00 One 151.26

Spray Grout (Compacted Thickness : 37.50 Sqm

mm) in one layers using Emulsion RS-1 tack

coat at the rate 2.50Kg/10Sqm on BT surface

( As per IRC- 16)with spreading stone

aggregate at the rate of 0.50cum/10 Sqm.

and spraying bitumen VG-30 at the rate of

15kg/ 10 sqm. for first layer and spreading

0.13cum/10sqm of key aggregate on top

accordance with the requirement of

specification, including cost of stone

aggregates, bitumin consolidation with

roller, necessary firewood, oil, lubricants,

labour charges, machineries, tools, etc.

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

No. and reference to book of Specification)

12 Providing laying & rolling 37.50 mm thick 1057.00 One 2672.05

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.

13 Providing and laying and rolling of 590.00 One 3183.34

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

14 Excavation for foundation upto 1.5m depth 547.00 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)

15 Providing and casting in situ ordinary 563.80 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

16 Providing and filling in foundation with 311.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

17 Construction of dry lean cement concrete 63.00 One 2626.00

Sub- base over a prepared sub-grade with Cum

coarse and fine aggregate conforming to IS:

383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not

to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement

content not to be less than 220 kg/ cum,

optimum moisture content to be determined

during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to

site, laid with paver, compacting with 8-10

tonnes vibratory roller, finishing and curing

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

No. and reference to book of Specification)

18 Providing and laying design mix cement 297.00 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

19 Construction of C.C. M-30 grade un- 90.00 One 6893.25

reinforced, dowel jointed, plain cement Cum

concrete pavement over a prepared sub base

with 53 grade cement @ 410 kg per cum,

coarse and fine aggregate conforming to IS

383, maximum size of coarse aggregate not

exceeding 25 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,

joint sealant, debonding strip, dowel bar, tie

rod, admixtures such as hardner powder as

approved, curing compound, finishing to

lines and grades as per drawing

20 Providing and casting in situ Controlled 60.40 One 5377.51

cement concrete M-25 mix for average Cum

Various thickness 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)

21 Providing and laying weep hole in 31.00 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

22 Providing and laying in Position FE - 3.150 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.

23 Providing and Fixing in position FE- 2.180 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.

24 Filling available excavated earth (excluding 547.00 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.

25 Supplying and fixing reinforced concrete 46.00 One 659.99

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) 300mm Dia.

26 Supplying and fixing reinforced concrete 35.00 One 3469.26

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.

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

No. and reference to book of Specification)

27 Supplying and fixing reinforced concrete 60.00 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.

28 Removing all types of Hume pipes and 37.50 One 419.02

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.)

29 Demolition and desposal of unserviceable 198.00 One 623.02

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

30 Diversion: Providing temporary diversion 220.00 One 1715.99

suitable for traffic during the construction Rmt.

period of the C.D. Structure work by

levelling existing ground and constructiong

suitable compacted embankment, road

surface with providing, flaying &

consolidation of 200 mm WBM in layers on

carriage width with safety measures like sign

board, guard stone & maintain for motorable

road throughout construction period etc. and

also dismantle diversion after completion of

work etc. complete as per instrucion of

Engineer-in-Charge.

31 Providing and fixing Precast cement concrete 16.00 One 356.50

Hectometer as per IRC type design incl. No

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

32 Providing and fixing Precast cement concrete 216.00 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.

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

No. and reference to book of Specification)

33 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)

34 Providing and fixing Indicator stone of 180.00 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

35 Providing and fixing Flood guage post mark 4.00 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.)

36 Village/Bump Ahead sign. : Providing and fixing 4.00 One 5045.37

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)

37 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)...

38 Regulatory/Mandatory signs :Providing and fixing 4.00 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)

39 Direction sign (Junction board):-Providing and fixing 4.00 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.

40 Route marker sign :- 80.00 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

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

No. and reference to book of Specification)

41 Cautionary Warning Sign : Providing and fixing sign 4.00 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.

42 Providing and erecting logo cum informatory retro 4.00 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.

Rupees One Crore Eighty Three Lakh(s) Eighty Six Thousand Thirty And Paise

Fifty Seven 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.

NOTE: Amount Rs.264262.46 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