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 1.99 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 6347.30 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 324.80 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 Water Bound Macadam Grading 1 (By Manual Means) 81.20 One 1572.77

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.

5 Water Bound Macadam Grading 2 (By Manual Means) 120.80 One 1448.84

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 .

6 Rolling of earthwork in layers with power roller including 6657.30 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

7 Providing, laying & rolling of built up spray grout in one layers 7875.00 One 218.46

using bitumen tack coat at the rate 2.50Kg/10 Sqm on BT Sqm

surface (As per IRC-16) with spreading stone aggregate at the

rate of 0.50cum/10 Sqm and spraying bitumen at the rate of

kg/10 Sqm for first layer and spreading 0.13cum/10 Sqm of key

aggregate on top accordance with the requirement of

specification, including cost of stone aggregate, bitumen,

consolidation with roller, necessary firewood, oil, lubricants,

labour charges, machineries, tools, etc. complete.

8 Providing and Laying bitumeneous grout 37.50mm thick using 2000.00 One 2895.06

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)

9 Providing, laying and rolling 37.50mm thick compacted 2200.00 One 3978.89

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.

10 Providing, laying and rolling of 20mm thick compacted mix 1227.00 One 4939.30

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.

11 Excavation for foundation upto 1.5 m depth including sorting 419.00 One 253.88

out and stacking of useful materials and disposing of the Cum

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

12 Excavation for foundation upto 1.5m depth including sorting 299.40 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

13 Providing and casting in situ ordinary cement concrete M-150 879.30 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

14 Providing and filling in foundation with ordinary cement 250.50 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

15 Construction of concrete road using tremix system with 20 cm 154.00 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.

16 Providing and laying weep hole in Abutment and returns by 54.00 One 61.46

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

jointing the complete as per detailed specification

17 Providing and laying in Position FE 500D TMT bar 4.320 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

18 Providing and Fixing in position FE 500D TMT bar 4.320 One 73243.01

reinforcement including cutting, bending and tying complete as MT

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)

19 Filling available excavated earth (excluding rock ) in trenches 719.10 One 136.91

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

depth consolidating each deposited layer by ramming and

20 Supplying and fixing reinforced concrete heavy duty 45.00 One 659.99

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)300mm. Dia

21 Supplying and fixing reinforced concrete heavy duty 75.00 One 3550.64

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 55.00 One 5641.39

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 88.30 One 409.22

stacking the dismantled materials as and where directed. Cum

Rubble masonary.

24 Dismantling the existing structure including removing and 337.60 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

25 Removing all types of Hume pipes and stacking within a lead of 90.00 One 211.06

1000m including earthwork and Dismantaling of Masonary Rmt.

works. (B) Above 600mm to 900mm dia Hume Pipe

26 Providing and cast in situ Controlled Cement Concrete M-200 120.80 One 5300.56

for average 150mm thick wearing coat laid as directed Cum

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

joints with bitumen complete.

27 Providing and fixing Hectometer as per IRC type design incl. 32.00 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 300.00 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 7.00 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 362.00 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 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.

33 Providing and fixing Flood guage post mark of 'C' angle size 4.00 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)

34 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.

35 Road marking with hot applied thermoplastic paints with 1932.00 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.

36 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 954.00 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)

37 Cautionary warning sign:-Providing & Fixing sign boards made 4.00 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.

38 Village Name / Bump Ahed Sign : 6.00 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

39 Hazard Marker sign : 8.00 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

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

40 Chevron sign :-Providing and fixing sign boards made out of 10.00 One 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite No

Panel); size 60x50 cm 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 Micro refiectivesheeting of Type 11 as per

ASTM D-4956 and latest Prismatic Grade retro

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm

/65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm; 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 10 years for

the Retro reflective sheeting from originaa 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. (A) Class-C Type-11 Retro Reflective sheeting

Three Crore Thirty Lakh Nine Two Thousand Nine Hundred Fifty One Rupees And Thirty One 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 64993 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