Road

Name Of Work :- Construction of Vanandiya to Jamnavad Road (NP), Km.0/0 to 1/965 Taluka : Junagadh,

Dist : Junagadh (MMGSY~2024-25).

BILL OF QUANTITIES

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

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 0.39 One 28393.04

rank vegetation, grass, bushes, shurbs, saplings and Hect.

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 breaking clods, 5354.09 One 225.23

dressing with all lead and lift and including watering Cum

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using

power roller 8T to 10T. (E) From Borrow area within

3 Earthwork in cutting in all sorts of soil and soft 7507.53 One 104.20

Murrum including conveying and putting the stuff, in Cum

spoil bank maintaining minimum distanace of five

meter between top edge of cutting and top of spoil

4 Supplying and stacking Hard Murram for side sholder 11.00 One 428.24

including spreading, etc. Complete. Cum

5 Construction of 100mm Granular Sub base Grade-II 552.00 One 768.61

C.B.R. not less than 30% by providing coarse graded Cum

materials, consisting B.T. crushed stone aggregate &

combination of sand stone dust/grit spreading in

uniform layers with mortor grader on prepared

surface mixing by mix in place method with rotavator

at OMC to required density including filling the

depression which occur during the process using

vibratory roller 8 T to 10 T complete as per clause

6 WBM Grading-2 811.73 One 974.65

Providing and laying Spreading and Compacting Cum

B.T.M.C. stone aggregate of 63 mm to 45mm size to

WBM II 100mm thick in two layer including spreading

in uniform thickness hand packing rolling with

vibratory roller 8-10 tones to proper grad and camber

applying and brooming requisite type of screening

/binding /filler materials to fill up the interstices of

coarse aggregate watering and compacting to the

required density. Grading II using screening type-A

[13.20 mm agg.]

7 Providing and laying evenly priming coat with 3450.00 One 58.58

emulsion SS-1 at rate of 7.5 Kg/10 Sqm etc.complete Sqm

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

No. reference to book of Specification) Figures

8 Providing and laying 37.5 mm thick Bituminious 285.00 One 2563.38

Macadam (B.M.) in one layers on the existing B.T. MT

surface using stone chips as per gradation and using

Emulsion RS1 for tack coat at rate of 2.5 kg/10 sq.m.

on B.T. surface and Bitumen VG-30 34KG/MT by

weight of total mix by using stone chips as per MORT

& H specification including heating asphalt and

aggregrates by Drum mix plant and spreading by

paver finisher to the required grade, level and

alighnment and rolled including consolidation with

vibratory road roller as per clasuses 501.6 and 501.7 to

achieve the desired compaction and providing,

operating plant machineries, equioments, tools,

plants, oil fire wood, keresone and all labour

charges etc.complete.

9 Providing and laying 20 mm thick average Mix 161.00 One 3167.36

sealsurface using stone chips dust as per gradation MT

and using bitument for mixing VG-30 at the rate of not

less than 50.90Kg / M.T. on BT surface using stone

chips as per M.O.R.T.H specification including

heating the asphalt and aggregates by Hot Mix Plant

and spreading the same by paver finisher including

consolidation with Vibratory Roller and providing,

operating plant machineries, equipment, tools, plants,

oil, fire wood, kerosene and all labour charges etc.

10 Excavation for foundation upto all depth including 581.00 One 207.18

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto all lead. Dense

11 Excavation for foundation upto necessary depth 26.00 One 256.12

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto all lead.

12 Providing and laying rubble for apron (Each stone 28.00 One 1041.05

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

13 Providing and laying cement concrete 1:3:6 (1-Cement 15.00 One 3005.76

: 3- coarse sand : 6- hand broken stone aggregates 40 Cum

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and plinth

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

No. reference to book of Specification) Figures

14 Providing and casting in situ ordinary cement 149.00 One 3892.89

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves For all Hieght.

15 Providing and filling in foundation with ordinary 6.00 One 3245.56

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

16 Providing and casting in situ Ordinary Cement 64.00 One 3695.15

Concrete M-150 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

17 Construction of concrete road using tremix system 630.86 One 5546.92

with controlled C.C. M-250 concrete using fixing and Cum

removing 'C' channels of required road depth

levelling if placed concrete with surface vibrator,

finishing the surface with power floter and towel tight

brooming as directed with providing expansion joints

20 x 200 mm and construction joints 20 x 20 mm using

cocnrete cutter machine etc. complete. [PQC]

18 Providing and laying weep hole in Abutment and 12.00 One 58.54

returns by using PVC pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per

detailed specification

19 Providing and Fixing in position FE-500D TMT bar 7.580 One 73243.02

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/ App. Slab

/ Wearing coat.

20 Filling available excavated earth (excluding rock ) in 366.00 One 130.39

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

21 Supplying and fixing reinforced concrete heavy duty 22.50 One 3436.02

non-pressure pipes with collars for culverts including Rmt.

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of following

internal diameter. (v) 900 mm dia.

22 Supplying and fixing reinforced concrete heavy duty 60.00 One 5491.27

non-pressure pipes with collars for culverts including Rmt.

23 Dismentaling the existing structure including 60.75 One 389.74

removing and stacking the dismantled materials as Cum

and where directed. Stone/Rubble masonary.

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

No. reference to book of Specification) Figures

24 Dismentaling the existing structure including 390.00 One 886.05

removing and stacking the dismantled materials as Cum

and where directed. RCC Work.

25 Providing and laying cement concrete 1:3:6 (1-Cement 429.28 One 3512.78

3 coarse sand: 6-stone aggregates 40 mmnominal size) Cum

and curing complete including cost of formwork in

Foundation. [PCC]

26 Providing and placing in position FE 500D TMT Bar 1.09 One 75359.09

reinforcement including cutting, bending, hooking, MT

and taying complate as per detail drawing. (C)

Balanced cantiliver box type super structure.

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

No. reference to book of Specification) Figures

27 Providing and fixing Precast cement concrete 12.00 One 356.50

Hectometer as per IRC type design incl. painting, No

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

28 Providing and fixing Precast cement concrete Guard 52.00 One 96.72

stone as per I.R.C. type design including white No

washing etc. complete. Fixing in Earth

29 Providing and fixing ordinary Kilometer stone of pre- 2.00 One 891.53

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

30 Providing and fixing Indicator stone of approve stone 158.00 One 102.85

as per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete Fixing in Earth

31 Road Marking with Hot Applied paints with 393.00 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 and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

32 Cat Eye / Road Stud / RPM: Supplying Raised 219.00 One 217.40

Pavement Markers made of polycarbonate and ABS No

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 accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Đ DO III Dt 11.06.

1997. The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm 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.

33 Village name/ Bump Ahed sign :-Providing and 2.00 One 5045.36

fixing sign boards made out of 2mm aluminium sheet, No

size 90 x 60cms, 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 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)...

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

No. reference to book of Specification) Figures

34 Hazard Marker Sign :-Providing and fixing sign 4.00 One 2423.74

boards made out of 2mm aluminium sheet; size 90 x No

30cms. rectangle as as per the design/drawing

attached (IRC) pretreated 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm & 50 x 50 x 5mm painted with best quality epoxy

coatings The fixing at site shall be in 1:2:4 CC block of

size 45x45x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge. (A) Engineer Grade (VR)...

One Crore Twenty Four Lakh Seven Thousand Five Hundred Ninety Three Rupees and

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

* 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

Junagadh-1 Junagadh