Road

BILL OF QUANTITIES

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

No. to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 1.75 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth Hect.

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, 7999.00 One 157.91

dressing with all lead and lift (excluding watering and Cum

consolidation) (C) From Borrow area within all lead and

should have CBR not less than 6%

3 Box cutting the road surface to proper slope and camber 1897.30 One 109.41

for making a base for road work including removing the Cum

excavated stuff and depositing on the road side slopes as

directed upto all lead.

4 Earthwork in cutting in all sorts of soil and soft Murrum 2052.00 One 134.12

including conveying and spreading the suff embankment Cum

as and where directed from the end of the cutting with all

required lead and lift.

5 Scarifying graveled macadam or Bitumen macadam 9873.00 One 41.60

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining stuff.

6 Water Bound Macadam Grading-1 (By Manual Means) 340.00 One 1432.28

Providing laying, spreading and compacting stone Cum

aggregates of 90 to 45.00mm sizes to water bound

macadam 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.

7 Water Bound Macadam Grading-II (By Manual Means) 3449.00 One 1322.65

Providing, laying, spreading and compacting stone Cum

aggregates of 63 to 45mm sizes to water bound macadam

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

8 Rolling of earthwork in layers with vibratory roller 7915.00 One 22.95

including filling in depression which occur during the Cum

process as directed.

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

No. to book of Specification) Figures

9 Providing and applying primer coat with bitumen 19743.80 One 66.66

emulsion SS1 on prepared surface of granular base Sqm

including clearing of road surface and spraying primer at

the rate of 0.75kg/sqm using mechanical means.

10 Providing and Laying bitumeneous grout 37.50mm thick 1481.00 One 2155.07

using Emulsion RS1 (Bulk) for tack coat at the rate of 2.50 MT

Kg/10 Sqm on BITUMEN surface and using BT chips for

required gradation with the asphalt of grade VG-30 at the

rate of 1.99% i.e. 19.90 Kg/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

11 Providing, laying and rolling 37.50mm thick compacted 1629.00 One 2822.18

Bitumeneous Macadam (B.M.) with B.T. aggregates as par MT

MORTH specification and Emulsion RS1 (Bulk) for tack

coat at the rate of 2.50 Kg/10Sqm on B.T. surface (As per

IRC-16) with mechanical sprayer and bitumen grade VG-

30 for mixing with aggregate at the rate of 3.40% i.e.

Kg/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 including cost of hire charges, fire wood, oil,

lubricants, labour charges, etc. by using contractor's own

drum mix plant, machineries and equipment, tools etc.

complete in accordance with the requirement of

12 Providing, laying and rolling of 20mm thick compacted 910.00 One 3349.86

mix seal surface with B.T. and aggregate as specified using MT

bitumen for mixing with aggregate at the rate of 5.10% i.e.

51.00 Kg/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

Cum/10 Sqm etc. complete in accordance with the

requirement of specification

13 Excavation for foundation upto 1.5 m depth including 952.00 One 253.88

sorting out and stacking of useful materials and disposing Cum

of the excavated stuff upto all lead. Dense or hard soil.

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

No. to book of Specification) Figures

14 Excavation for foundation upto 1.5 m depth including 285.00 One 432.61

sorting out and stacking of useful materials and disposing Cum

of the excavated stuff upto all lead. Hard Murrum

15 Providing and casting in situ ordinary cement concrete M- 1287.00 One 3921.63

150 mix and providing necessary pin headers including Cum

shuttering, scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For all Height.

16 Construction of concrete road using tremix system with 946.00 One 6898.81

20cm thick controlled C.C. M-250 concrete mixing conplast Cum

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.

17 Providing and casting in situ controlled cement concrete M- 16.00 One 5300.56

200 for average 75/150 mm thick wearing coat laid as Cum

directed dincluding tamping, vibrating, finishing, curing

and filling in joints with bitumen complete

18 Providing and laying weep hole in Abutment and returns 219.00 One 61.46

by using A.C/P.V.C. pipe of 100mm. Incl. fixing in proper No

grade and jointing the complete as per detailed

19 Providing and laying in Position FE 500D TMT bar 8.770 One 73858.69

reinforcement including cutting, bending, hooking and MT

tying complete as per detailed drawings for the following

(A) Piers (B) Abutments (C) R.C.C. Returns

20 Providing and Fixing in position FE 500D TMT bar 13.270 One 73243.01

reinforcement including cutting, bending, hooking, and MT

tying complete as per detailed drawaing (A)RCC kerb (B)

RCC Footpath (C) RCC Approch Slab (D) Wearing coat.

21 Filling available excavated earth (excluding rock ) in 726.00 One 136.91

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

22 Supplying and fixing reinforced concrete heavy duty non- 45.00 One 3521.92

pressure pipes with collars for culverts carrying heavy Rmt.

traffic as per IS 458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to level or

slopes) of class NP3 of following internal daimeters. 1)

900mm Dia. with all lead.

23 Dismantling the existing structure including removing and 304.00 One 957.76

stacking the dismantled materials as and where directed. Cum

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

No. to book of Specification) Figures

24 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water 45.00 One 76.67

pipes with fitting and clamps including stacking the Rmt.

materials with all lead and lift (for any of pipe)

25 Providing and filling in foundation with ordinary cement 569.40 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers including formwork, vibrating, ramming and

curing complete

26 Providing and fixing Precast cement concrete Hectometer 24.00 One 356.49

as per IRC type design incl. painting, lettering etc. fixing in No

27 Providing and fixing Guard stone as per I.R.C. type 360.00 One 213.79

design including white washing etc. complete. Fixing in No

28 Providing and fixing ordinary Kilometer stone of pre-cast 7.00 One 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C. No

type design in C..C. 1:4:8 including painting lettering etc.

29 Providing and fixing Indicator stone of approve stone as 280.00 One 102.84

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

washing etc. complete Fixing in Earth

30 Supplying and fixing Junction Boards of M.S. plates and 2.00 One 5236.69

angles as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with No

necessary excavation painting, figuring, lettering on

boards etc. complete.

31 Providing and fixing Flood guage post mark of 'C' angle 2.00 One 1141.30

size 100mm x 50mm x 6mm thick of length 2.00 mt height No

fixed in head wall 0.50 mt. And 1.50mt. out side with

painting and lettering with radium color as directed.

32 Citizen's Information Board- Providing and fing of typical 2.00 One 7399.26

MMGSY information board as per instruction. Two MS. No

sheets of 3 mm thick of 900mm x 750mm size fixed at top

& bottom duly rivetted with MS angles of 25x25x5mm

thick M.S. angle shall be welded by two vertical MS. angle

of 5mm thick to 75mm x 75mm of 12 SWG square tubes

posts duly embedded in cement concrete M-15 grade

blacks 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 epary paints as per drawing

Clause 1701 and Annexure 1700.1 (10.16). (A) Class B high

intensity grade retro reflective sheeting

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

No. to book of Specification) Figures

33 Road marking with hot applied thermoplastic paints with 1266.00 One 367.72

reflectorising glass beads on bitumin surface providing Sqm

and laying a hot applied thermoplastic compound 25 mm

thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC-35-2015. The finished surface

to be level, uniform and free from streaks and holes. zebra

patta /bump patta lane/center line/ edge line/cut patta.

The white color marking should provide liminance

coefficinet on cemend road shalll be min 130 mcd/m2/lux

and Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking should

meet the performance criteria for night time reflectivity,

wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years

34 Cat Eye / Road Stud/RPM: Supplying of Molded Twin 690.00 One 326.23

Shanks Raised Pavement Markers made of polycarbonate No

and ABS moulded body and reflective panels with micro

rismatic 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 DO III Dt 11.06.

the height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be 35+/-

5 degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19+/-2 mm

and height not less than 30+/-2 mm) from the body is to be

a minimum value of 500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go inside, without nails

and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the

marker should be as per the IRC 35-2015 and as directed

by Engineer-in-charge

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

No. to book of Specification) Figures

35 Cautionary Warning Sign :-Providing and fixing sing boards 2.00 One 3808.65

made out of 2mm aluminium sheet; size 90 * 90 * 90 cms. No

equilateral triangle as per design of IRC67-1977. 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 reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 * 35x 3mm, 75 * 75x 6mm as

required: painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach board shall be as

per theinstruction 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 excavation, curing etc. complete under the

supervision of engineer in charge. (A) Engineer Grade

36 Village Name / Bump Ahead Sign : Providing and fixing sing 12.00 One 5045.36

boards made out of 2mm aluminium sheet; size 90 x 60cms. No

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

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

No. to book of Specification) Figures

37 Hazard Marker Sign :-Providing and fixing sing boards 4.00 One 2423.73

made out of 2mm aluminium sheet; size 90 x 30cms. No

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

38 Sign Board per square Meter :-Providing and fixing sing boards 12.00 One 7615.37

made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as as No

per the design given by engineer in charge 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 may be fabricated

either from suitable size iron angle of 35 x 35x 3mm & 50 x 50 x

5mm & 75 x 75 x 6mm 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

Three Crore Sixty Seven Lakh Ten Thousand Eight Hundred Forty Four Ruppes And Thirty Three

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………………….………………

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

No. to book of Specification) Figures

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.51571 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

Junagadh-1 Junagadh