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 0.59 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 7686.60 One 157.91

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

from borrow area within 1 km lead, and should have CBR not

less than 6.00%

3 Box cutting the road surface to proper slope and camber for 794.00 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 2756.30 One 134.12

including conveying and spreading the suff embankment as and Cum

where directed within 200 meters from the end of the cutting

with all required lead and lift.

5 Granular Sub-base with Black trap crushed stone Well Cum. 1159.70 One 1035.65

Graded Material (Table 400.1) By Mix in Place Method Cum

Construction of granular sub-base by providing Black trap

crushed stone well graded material, spreading in uniform layers

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory

roller to achieve the desired density complete. For Grading I

6 Water Bound Macadam Grading 1 (By Manual Means) 1056.70 One 1473.59

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.

7 Water Bound Macadam Grading 2 (By Manual Means) 1129.60 One 1356.12

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 .

8 Rolling of earthwork in layers with power roller including 9511.90 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

9 Providing and Laying bitumeneous grout 37.50mm thick using 461.00 One 2299.16

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. 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)

10 Providing, laying and rolling of 25mm thick using asphalt 323.00 One 2934.25

viscosity grade of VG-30 open graded premix bituminous carpet MT

with BT aggregate as specified and using emulsion RS1 (Bulk)

for tack coat at the rate of 2.50 Kg/10 Sqm on BT surface (As per

IRC-16) and using bitumen for mixing with aggregate at the rate

of 3.36% i.e. 33.60 Kg/MT of total mix including heating and

mixing in drum mix pant, spreading the same with paver

finisher and consolidation with vibratory roller includng

necessary firewood, oil lubricants, labour charges etc. using

equipment, tool etc. completed in accordance with the

requirement of specification.

11 Providing and laying sealcoat using asphalt viscosity grade of 168.00 One 3167.25

VG-30 with BT aggregate as specified using aggregate at the MT

rate of 0.18 Cum/10 Sqm and bitumen for mixing with

aggregate at the rate of 4.50% i.e. 45.00 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 using contractor's own drum mix

plant, machineries and equipment, tools etc. complete in

accordance with the requirement of specification

12 Excavation for foundation upto 1.5 m depth including sorting 713.70 One 253.88

out and stacking of useful materials and disposing of the Cum

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

13 Excavation for foundation upto 1.5m depth including sorting 137.80 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

14 Excavation in hard rock by dry-wet blasting and chiseling 557.40 One 1675.30

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Prohibited Blasting Work.

15 Providing and laying rubble for apron (Each stone weighting 43.50 One 1083.81

not less than 40kg) including and packing and filling in the Cum

interstices with quarry spalls.

16 Providing and casting in situ ordinary cement concrete M-150 684.20 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 640.80 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 15 cm 551.20 One 7371.54

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.

19 Providing and casting in situ Controlled Cement Concrete M- 126.80 One 4620.44

200 for R.C.C. Raft and cut-off walls including neccesary Cum

shuttering laying, vibrating ramming of curing complete.

20 Providing and casting in situ Controlled cement concrete M 250 54.30 One 5276.61

for R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

21 Providing and casting in situ Contolled cement concrete- M-200 8.10 One 5158.71

for Approach slab including formwork, curing and finishing Cum

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

No. book of Specification)

22 Providing and casting in situ Controlled cement concrete- M- 3.50 One 4869.01

200 Kerb/Kerb blocks including formwork,curing and finishing Cum

23 Providing and laying weep hole in Abutment and returns by 131.00 One 61.46

using P.V.C. pipe of 110mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

24 Providing and laying filter media 600mm. thick directed at the 34.50 One 1239.35

back of abutments, returns and wing walls as per detailed Sqm

specifications.

25 Providing and laying in Position FE 550D TMT bar 9.730 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

26 Providing and Fixing in position FE 550D TMT bar 29.760 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.

27 Providing Pre-moulded asphalt filler joints as per drawings. 20.60 One 703.52

28 Providing G.I. 100mm. Diameter water spouts including 16.00 One 536.02

necessary iron gratings as per drawings. No

29 Providing flood gauge marks on sub structure as per design 9.00 One 156.33

including painting complete Rmt.

30 Filling available excavated earth (excluding rock ) in trenches 2144.10 One 136.91

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

depth consolidating each deposited layer by ramming and

31 Supplying and fixing reinforced concrete heavy duty 40.00 One 7307.92

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)1400mm. Dia.

32 Supplying and fixing reinforced concrete heavy duty 30.00 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

33 Supplying and fixing reinforced concrete heavy duty 15.00 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

34 Dismantling the existing structure including removing and 120.00 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

35 Providing temporary all weather and fair weather diversion 70.00 One 1937.88

suitable for traffic during the construction period of the bridge / Rmt.

slab drain / Causeway / HPD etc. including all safety measures

for traffic etc.

36 Providing parapet of ordinary cement concrete M-200 as per 43.40 One 1086.62

detailed drawing with necessary reinforcement including, Rmt.

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

37 Providing and casting -in - situ controlled cement concrete M200 312.30 One 5227.35

for R.C.C.Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. A. Height from 0.0 to 5.0M (1) Piers (2)

Abutment (3) RCC return

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

No. book of Specification)

38 Providing and cast in situ Controlled Cement Concrete M-200 146.10 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.

39 Providing and fixing Hectometer as per IRC type design incl. 11.00 One 356.49

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

40 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

41 Providing and fixing ordinary Kilometer stone of pre-cast C.C. 3.00 One 704.33

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

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

42 Providing and fixing Indicator stone of approve stone as per 124.00 One 102.84

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

complete fixing in earth

43 Providing and fixing Flood guage post mark of 'C' angle size 8.00 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.

44 Citizen's Information Board- Providing and fixing of typical 1.00 One 7399.27

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.

45 Road marking with hot applied thermoplastic paints with 60.00 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.

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

No. book of Specification)

46 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 100.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

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-

47 "W": Metal Beam Crash Barrier Providing and erecting a "W" 41.00 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.

48 Cautionary warning sign:-Providing & Fixing sign boards made 8.00 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.

49 Direction sign (Junction board):-Providing and fixing sing 1.00 One 14831.70

boards made out of 2mm aluminium sheet; size 244 x 122cms, 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 75x75x6mm 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

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

No. book of Specification)

50 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

51 Hazard Marker sign : 10.00 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

52 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

Two Crore Sixty Seven Lakh Thirty Seven Thousand Six Hundred Thirty Five Rupees And Twenty Five 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………………….………………

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

No. book of Specification)

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

NOTE: Amount Rs 15600 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