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 1.38 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 1542.40 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 Earthwork for embankment including breaking clods, dressing 1333.40 One 169.27

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

from borrow area within land width from 3 km lead, and

should have CBR not less than 6.00%

4 Box cutting the road surface to proper slope and camber for 1422.20 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

5 Supplying, stacking, spreading, rolling, watering & 1028.25 One 682.55

consolidation to desired density of Hard Murrum with all lead Cum

6 Scarifying graveled macadam or Bitumen macadam surface 7711.90 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) 2207.00 One 1432.28

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) 162.90 One 1317.54

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 2566.90 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

10 Providing and Laying bitumeneous grout 37.50mm thick using 1289.00 One 2141.60

Emulsion RS1 (Bulk) for tack coat at the rate of 4.00 Kg/10 Sqm MT

on WBM surface and using BT chips for required gradation

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

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)

11 Providing, laying and rolling 37.50mm thick compacted 1418.00 One 2662.76

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.

12 Providing, laying and rolling of 20mm thick compacted mix 792.00 One 3122.92

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

13 Excavation for foundation upto 1.5 m depth including sorting 906.70 One 253.88

out and stacking of useful materials and disposing of the Cum

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

14 Excavation for foundation upto 1.5m depth including sorting 437.60 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

15 Providing and filling in foundation with ordinary cement 562.90 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

16 Construction of concrete road using tremix system with 20 cm 675.90 One 6898.81

thick controlled C.C. M-250 concrete mixing conplast P-211 Cum

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. complete.

17 Providing and laying weep hole in Abutment and returns by 369.00 One 61.46

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

18 Providing and laying in Position FE 500D TMT bar 10.350 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

19 Providing and Fixing in position FE 500D TMT bar 10.840 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.

20 Filling available excavated earth (excluding rock ) in trenches 1083.50 One 136.91

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

depth consolidating each deposited layer by ramming and

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

No. book of Specification)

21 Supplying and fixing reinforced concrete heavy duty 67.50 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

22 Supplying and fixing reinforced concrete heavy duty 30.00 One 5560.00

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)1200mm. Dia

23 Dismantling the existing structure including removing and 62.00 One 409.22

stacking the dismantled materials as and where directed. Cum

Rubble masonary.

24 Dismantling the existing structure including removing and 45.90 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

25 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 37.50 One 76.67

with fitting and clamps including stacking the materials with Rmt.

all lead and lift (for any dia of pipe)

26 Providing & casting in situ ordinary cement concrete M-150 mix 1751.30 One 3921.63

and providing necessary pin headers including shuttering, Cum

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.Height from 0.0 mt. to 5.0 mt.

27 Providing and cast in situ Controlled Cement Concrete M-200 134.00 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.

28 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

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

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

30 Providing and fixing ordinary Kilometer stone of pre-cast 5.00 One 1293.39

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 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.

32 Providing and fixing Indicator stone of approve stone as per 287.00 One 102.84

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

complete fixing in earth

33 Supplying and fixing Junction Boards of M.S. plates and angles 3.00 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.

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 1533.00 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 348.00 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-

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

No. book of Specification)

38 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.

39 Village name Sign:-Providing and fixing sign boards made out 7.00 One 6204.28

of 2mm aluminium sheet/4mm ACP (Aluminum composite No

Panel); size 90x60 cms. rectangular as per design of IRC67-2012.

Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D4956 and latest

M.O.S.T.Specifications; 3.3mtr long stand post of Iron Angle

x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality 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 blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting

40 Hazard Marker Sign :-Providing and fixing sign boards made 14.00 One 3518.68

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum No

composite Panel); size 90 x 30 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with High Intensity

Prismatic Grade retro refiective sheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 1.8 mtr long stand

post of Iron Angle 75 x 75 x 6 mm / 65 NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

35 x 35 x 3 mm; 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 60 Cms. for

each leg including excavation, curing etc.complete under the

supervision of engineer in charge.A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (B) Class B Type-4 Retro Reflective sheeting

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

No. book of Specification)

41 Sign board per Square Meter :-Providing and fixing sign boards 12.00 One 7894.01

made out of 2mm aluminium sheet / 4mm ACP (Aluminum No

composite Panel); size 1 meter x 1meter as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D4956

and latest M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.)

of Iron Angle 75 x 75 x 6mm/65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

50x50x5mm; painted with bestquality 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 blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

Three Crore Eighteen Lakh Ninety Eight Thousand Fifty One Rupees And Thirty Paisa

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 20945 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-2 Junagadh