Road

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 2.52 One 28455.09

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

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork for embankment including breaking clods, dressing 1953.00 One 157.91

with all lead and lift (excluding watering and consolidation) (C) Cum

from borrow area within land width from 1 km lead, and

should have CBR not less than 6.00%

3 Box cutting the road surface to proper slope and camber for 1930.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

4 Earthwork in cutting in all sorts of soil and soft Murrum 2368.00 One 134.12

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

5 Supplying, stacking, spreading, rolling, watering & 1277.00 One 602.46

consolidation to desired density of quarry spall with all lead of Cum

6 Scarifying graveled macadam or Bitumen macadam surface 10717.00 One 41.60

6cm to 10cm depth including stacking useful materials on road Sqm

side and disposing off remaining stuff.

7 Water Bound Macadam Grading 1 (By Manual Means) 2458.00 One 1421.97

Providing, laying, spreading and compacting stone aggregates Cum

of 90 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/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density.

8 Water Bound Macadam Grading 2 (By Manual Means) 2367.00 One 1307.84

Providing, laying, spreading and compacting stone aggregates Cum

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 .

9 Rolling of earthwork in layers with power roller including 2450.00 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

10 Providing and applying primer coat with bitumen emulsion SS1 15219.90 One 103.82

on prepared surface of granular base including clearing of road Sqm

surface and spraying primer at the rate of 0.75kg/sqm using

mechanical means.

11 Providing and Laying bitumeneous grout 37.50mm thick using 1122.00 One 2637.11

Emulsion RS1 (Bulk) for tack coat at the rate of 2.5 Kg/10 Sqm MT

on BTsurface and using BT chips for required gradation with

the asphalt of grade VG-30 at the rate of 1.99% ie. 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.

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

12 Providing, laying and rolling 50mm thick compacted 2060.00 One 3517.32

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. 34.00 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 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 specification.

13 Providing, laying and rolling of 20mm thick compacted mix 863.00 One 4403.90

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

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 0.27 Cum/10 Sqm etc. complete in accordance with the

requirement of specification

14 Excavation for foundation upto 1.5 m depth including sorting 22.00 One 253.88

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Dense or hard soil.

15 Excavation for foundation upto 1.5m depth including sorting 8.00 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

16 Providing and casting in situ ordinary cement concrete M-150 32.00 One 3921.63

mix and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height From 0.0 M to 5.0 M

17 Providing and filling in foundation with ordinary cement 513.30 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

18 Construction of concrete road using tremix system with 20 cm 1003.00 One 6898.81

thick controlled C.C. M-25 concrete mixing conplast P-211 water Cum

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.

19 Providing and laying in Position FE 500D TMT bar 0.240 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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 17.880 One 73243.01

reinforcement including cutting, bending, hooking, and tying MT

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

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

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

21 Filling available excavated earth (excluding rock ) in trenches 432.70 One 136.91

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

22 Supplying and fixing reinforced concrete heavy duty 15.00 One 3469.25

nonpressure 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.I)900mm. Dia

23 Dismantling the existing structure including removing and 7.20 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

24 Providing parapet of ordinary cement concrete M-200 as per 40.00 One 1086.62

detailed drawing with necessary reinforcement including, Rmt.

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

25 Providing and cast in situ Controlled Cement Concrete M-200 269.00 One 5300.56

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

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

26 Providing and fixing pre-cast Rubber Dye/Steel Dye inter 600.00 One 706.92

locking concrete block 60 mm thick with grade of concrete M300 Sqm

pnumatic compressed /Vibrated mechanically and as per

approved design Confirming to IS 15658:2006 including 35 mm

Sand layer for levelling and filling the joint with sand in proper

line and level as per Guidline of IRC:SP 63-2018 etc complete.

27 Providing and fixing Hectometer as per IRC type design incl. 26.00 One 356.49

painting, lettering etc. fixing in C.C. 1:5:10. No

28 Providing and fixing Guard stone as per I.R.C. type design 720.00 One 213.79

including white washing etc. complete. fixing C.C. 1:5:10 No

29 Providing and fixing 5th Kilometer stone of pre-cast C.C. 1:2:4 1.00 One 1935.14

including necessary reinforcement as per I.R.C. type design in No

C..C. 1:4:8 including painting lettering etc. complete.

30 Providing and fixing ordinary Kilometer stone of pre-cast 6.00 One 704.33

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

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

31 Providing and fixing Indicator stone of approve stone as per 297.00 One 102.84

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

complete fixing in earth

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

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

excavation painting, figuring, lettering on boards etc. complete.

33 Providing and fixing Road sign of M.S. plate and angle iron 24.00 One 3072.98

incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.

with necessary excavation etc. complete as per IRC type design

(i) Reflective Type.

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

100mm x 50mm x 6mm thick of length 2.00 Mt. height fixed in No

head wall 0.50 mt. and 1.50mt. Out side with painting and

lettering with radium color as directed.

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

35 Citizen's Information Board- Providing and fixing of typical 1.00 One 7399.26

MMGSY information board as per instruction. Two M.S. sheets No

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 M.S. angle of 5mm thick to

75mm x 75mm 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.

36 Road marking with hot applied thermoplastic paints with 1386.00 One 367.72

reflectorising glass beads on bitumin surface providing and Sqm

laying a hot applied thermoplastic compound 2.5 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

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.

37 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 1386.00 One 326.23

Shanks Raised Pavement Markers made of polycarbonate and No

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. 1997. the height, width

and length shall not exceed 20 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 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-

38 "W": Metal Beam Crash Barrier Providing and erecting a "W" 165.00 One 3723.46

metal beam crash barrier comprising of 3mm thick corrugated Rmt.

sheet metal beam rail, 70cm above road/ground level, fixed on

ISMC series channel vertical post, 150x75x5mm spaced 2m

centre to centre, 1.8m high, 1.1m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all

fittings to confirm to IS:1367 and IS 1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section

150x75x5mm, 330mm long complete.

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

39 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67- 1977 Pretrated with

phospheting process & acid atching : coated with one coat of

apoxy primer and two coats of best quality epoxy paint,

reflectrorised with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame fabricated

from suitable size iron angle of 35x35x3 mm., 75x75x6mm.

required paited with best quality epoxy coatings in black and

white bends, the detail of symbols 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 45x45x60 cms for each leg, incl.

excavation,curing etc. comp.under the supervision of Engineer -

in charge.(A) Engineer grade.

40 Village Name / Bump Ahed Sign : 13.00 One 5045.36

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*60 cms. rectangle as per design of IRC-67-1977.

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 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)Engineer grade

41 Hazard Marker sign : 18.00 One 2423.73

Providing and Fixing sign boards made out of 2mm aluminum No

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) Engineer grade

Three Crore Eighty Four Lakh Fifty Three Thousand Two Hundred Forty Six Rupees And Ninety Five Paisa

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

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

NOTE: Amount Rs 936 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

Keshod-2 Junagadh