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 1.25 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 5696.90 One 157.91

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

(C) 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 840.00 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 Scarifying graveled macadam or Bitumen macadam surface 5130.90 One 41.60

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

side and disposing off remaining stuff.

5 Water Bound Macadam Grading 1 (By Manual Means) 2069.80 One 1501.68

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.

6 Water Bound Macadam Grading 2 (By Manual Means) 57.30 One 1423.10

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 .

7 Rolling of earthwork in layers with power roller including 5792.00 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

8 Providing and applying primer coat with bitumen emulsion 4406.30 One 112.31

SS1 on prepared surface of granular base including clearing of Sqm

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

using mechanical means.

9 Providing and Laying bitumeneous grout 37.50mm thick using 954.00 One 3124.23

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% i.e.

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 and Laying bitumeneous grout 37.50mm thick using 448.00 One 3012.12

Emulsion RS1 (Bulk) for tack coat at the rate of 2.50 Kg/10 Sqm MT

on BT surface and using BT chips for required gradation with

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

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 1542.00 One 4147.96

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

12 Providing, laying and rolling of 20mm thick compacted mix 861.00 One 5191.57

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 928.20 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 746.50 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

15 Excavation of foundation in hard murrum and boulders and 387.80 One 611.32

very stiff or sticky clays and other similar strata including Cum

shorting out and struting and dewatering as necessary and

disposing of the excavated stuff as directed.

16 Excavation in large boulders and soft rock by wedging 190.30 One 716.55

including shoring, strutting and dewatering as necessary and Cum

disposing of the excavated stuff as directed,

17 Excavation in hard rock by dry-wet blasting and chiseling 78.20 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.

18 Providing and fixing Mild steel dowel bar of minimum 32mm 45.00 One 450.06

dia. For anchoring by drilling holes in foundation strata Rmt.

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

19 Providing and cast in situ Ordinary Cement Concrete M-200 10.10 One 4364.80

for average 150mm thick wearing coat laid as directed Cum

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

joints with bitumen complete.

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

No. book of Specification)

20 Providing and casting in situ ordinary cement concrete M-150 1729.50 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

21 Providing and filling in foundation with ordinary cement 613.80 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

22 Construction of concrete road using tremix system with 20 cm 719.40 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.

23 Providing and casting in situ Contolled Cement concrete M 24.40 One 5307.45

200 mix for R.C.C. works in pier cap, abutment cap, and dirt Cum

wall including controlled cement concrete M 250 bed block or

pedestals for required size below bearings as per detailed

drawings, centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing complete.

24 Providing and casting in situ Controlled cement concrete M 250 95.30 One 5276.61

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

and finishing complete.

25 Providing and casting in situ Contolled cement concrete- M- 16.80 One 5158.71

200 for Approach slab including formwork, curing and Cum

finishing complete.

26 Providing and casting in situ Controlled cement concrete- M- 5.40 One 4869.01

200 Kerb/Kerb blocks including formwork,curing and Cum

finishing complete.

27 Numbering the CD work with approved paint including all 2.00 One 58.80

materials for painting etc. complete. No.

28 Providing and laying weep hole in Abutment and returns by 595.00 One 61.46

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

jointing the complete as per detailed specification

29 Providing and laying filter media 600mm. thick directed at the 72.00 One 1239.35

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

specifications.

30 Providing and fixing in position Mild steel dowel bars in pier 18.00 One 341.28

cap or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

31 Providing and fixing in position Mild steel dowel bars in pier 18.00 One 399.69

cap or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

32 Providing and laying in Position FE 500D TMT bar 19.460 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

33 Providing and Fixing in position FE 500D TMT bar 22.500 One 73243.01

reinforcement including cutting, bending and tying complete MT

as per detailed drawaing (A)RCC kerb (B) RCC Footpath (C)

RCC Approch Slab (D) Wearing coat.

34 Providing Pre-moulded asphalt filler joints as per drawings. 18.20 One 703.52

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

No. book of Specification)

35 Providing G.I. 100mm. Diameter water spouts including 12.00 One 536.02

necessary iron gratings as per drawings. No

36 Providing flood gauge marks on sub structure as per design 4.20 One 156.33

including painting complete Sqm.

37 Filling available excavated earth (excluding rock ) in trenches 2579.00 One 136.91

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

depth consolidating each deposited layer by ramming and

38 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

39 Supplying and fixing reinforced concrete heavy duty 30.00 One 3509.95

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

40 Dismantling the existing structure including removing and 45.90 One 409.22

stacking the dismantled materials as and where directed. Cum

Rubble masonary.

41 Dismantling the existing structure including removing and 453.70 One 955.08

stacking the dismantled materials as and where directed. RCC Cum

42 Removing all types of Hume pipes and stacking within a lead 45.00 One 205.48

of 1000m including earthwork and Dismantaling of Masonary Rmt.

works.(A) Upto 600mm dia & Above 600mm to 900mm dia

43 Providing temporary all weather and fair weather diversion 100.00 One 1444.09

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

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

measures for traffic etc.

44 Providing parapet of ordinary cement concrete M-200 as per 43.00 One 1086.62

detailed drawing with necessary reinforcement including, Rmt.

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

45 Providing and casting -in - situ controlled cement concrete 474.50 One 5227.35

M200 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

46 Providing and cast in situ Controlled Cement Concrete M-200 58.50 One 5300.56

for average 75 mm thick wearing coat laid as directed Cum

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

joints with bitumen complete.

47 Providing and fixing Hectometer as per IRC type design incl. 24.00 One 356.49

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

48 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

49 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.

50 Providing and fixing Indicator stone of approve stone as per 277.00 One 102.84

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

complete fixing in earth

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

No. book of Specification)

51 Supplying and fixing Junction Boards of M.S. plates and 3.00 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.

52 Citizen's Information Board- Providing and fixing of typical 2.00 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.

53 Road marking with hot applied thermoplastic paints with 1353.00 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.

54 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 756.00 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-

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

No. book of Specification)

55 "W": Metal Beam Crash Barrier Providing and erecting a "W" 74.00 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.

56 Village Name / Bump Ahed Sign : 10.00 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

57 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 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)

58 Chevron sign :- Providing and fixing sign boards made out of 12.00 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 Prismatic Grade retro

refiectivesheeting of Type 11 as per ASTM D-4956 and latest

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

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

No. book of Specification)

Four Crore Forty Three Lakh Ninety Six Thousand Three Hundred Forty Four Rupees And Forty 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………………….………………

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 126124.4 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