Road Work

Bill of Quantity

Item No. DESCRIPTION Qty. Unit Amount

Clearing and grubbing road land including uprooting rank 2.00 Hect. 28393.04

vegetation grass bushes,shrubs,sapling and trees girth up to

Item No 1 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

Box cutting the road surface to proper slope & camber for 1238.00 Cum 102.93

making a base for road work including removing the excavated

stuff and dipositing on the road side slope as directed upto

Earthwork for embankment including breaking clods, dressing 1056.00 Cum 169.44

with all lead and lift and including watering rolling and

Item No 3 consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the

process using power roller 8T to 10T.(E) From Borrow area

within 3.0KM. lead

Construction of granular sub-base(GSB-III) by providing coarse 90.00 Cum 1249.25

sand,murrum,gravel in including mixing ,carriage of mix

Item No 4 material to work site, spreading in uniform layers, leveling,

watering upto OMC, rolling and consolidation with vibratory

roller etc. complete as directed

Providing, laying, spreading and compacting graded stone 1905.00 Cum 1657.38

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

Item No 5 plant carriage of mixed Material by tipper to site, laying in

uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density.(compacted 200 mm thick in

layers of 100mm

Providing each) evenly priming coat with bitumen

& applying 7500.00 Sqm 37.16

Emulsion (SS1) on prepared surface of granular base including

cleaning of road surface and sparying primer at the rate of

7.50 Kg. / 10 Smt using using mechanical means.

Providing and laying Dense Graded Bituminous Macadam in 1800.00 MT 3389.21

single layer using BT stone chips as per MoRTH gradation and

specification with Bitumen Grade (VG 30) for mixing @

Kg /MT of total Wt. of mix i.e (4.50 % of total weight mix)

including tack coat @ 2.5 kg/10 smt and mixing aggregate &

Item No 7 asphalt by batch mix/drum mix plant and spreading the same by

paver finisher including rolling & consolidation with 10-12

tonne vibratory roller & providing all materials equipment's

tools & plants, fire wood, oil , kerossene, labour charges, using

contractor's own machinery etc Complete as directed by

engineer in charge as per MoRTH Specification

Providing and laying 40 mm thick of compacted Bituminous 508.00 MT 3804.70

concrete using BT aggregate as per MORTH gradation

,specification and asphalt Grade VG 30 mixing @54.00 Kg

/MT of total Wt. of mix i.e. (5.40% of total weight mix) & tack

coat at 2.5Kg/10sqm on existing B.T. surface including heating

Item No 8 and mixing aggregate & asphalt by batch mix/drum mix plant

spreading the same by paver finisher including rolling &

consolidation with 10-12 tonne vibratory roller & providing all

materials equipment's tools & plants, fire wood, oil

kerossene,labour charges , using contractor's own machinery etc

Complete as directed by engineer in charge as per MoRTH

Item No. DESCRIPTION Qty. Unit Amount

Providing and laying Asphalt painting as wearing course using 7500.00 Sqm 51.98

bitumen VG 30 @ rate of 7.5 Kg./10 sq.m. and stone dust

Cum/10 Sqm of road surface etc. complete as per Technical

Scarifying gravelled macadam or bitumen macadam surface 6 5250.00 Sqm 39.63

cm to 10 cm.depth including stacking useful materials on road

side and disposing off remaining stuff.

Road marking with hot applied thermoplastic paints with 280.00 Sqm 367.73

reflectorising glass beads on bitumen surface providing and

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

Item No and free from streaks and holes. zebra patta /bump patta

11 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

Supplying and fixing cat eye (Stimsonite) made out from Acrilo 117.00 No. 375.72

beautile sterine injuction high compressed molding with

reflector made of MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade)

Construction of granular sub base for hard side shoulders by 210.00 Cum 402.60

providing coarse graded quarry spall material, spreading in

Item No uniform layers on prepared surface, mixing by mechanical

13 means and placing with rotavator at OMC and compacting with

vibratory roller to achieve the desired density complete as per

Clause 400.1 grade-I.

Item No Supplying and fixing reinfored concrete heavy duty non-

14 pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specification including setting and jointing the

pipes in CM. 1:2 watering and laying (To level or slope) of class

NP3 of following internal daimeters.

300 mm dia pipe (26089AA) 30.00 Rmt. 649.93

Providing back hoe Excavator JCB for all types of work on 300.00 Hours 718.98

Road side including all cost of machinary ,oil,labour charges

Providing Tractor with pawdah for all types of work on Road 300.00 Hours 454.50

side including all cost of machinary ,oil,labour charges

Providing tractor with Hydroulic trolly for all type of works on 200.00 Days 1677.64

Item No road side including all charges of driver,oil, disel etc complete.

Item No Supplying Unskilled labour for various works on road site etc 250.00 Each 510.05

Painting lines, dashes, arrows, letters etc on road, air field and 10.00 Sqm 140.16

Item No like in three coats with road marking oil paints, brushing

19 including cleaning the surface of all dirt, dust,and other foreign

matter. (1) over 10 cm in width.etc complete.

Item No. DESCRIPTION Qty. Unit Amount

Providing and fixing Cautionary warning Sign Board made out 4.00 No 3342.18

of 2 mm alluminium sheet size 90 x90 x 90 cms equilateral

triangle as per the design of IRC - 67 - 1977 pre treated with

phospheting process and acid etching coating with one coat of

apoxy primer and two coats of best quality apoxy paint

reflectorised with retro reflective sheeting as per letest MOST

Item No specification , 3.1 mt long standard post and frame fabricated

20 from suitable size iron angle of 75 x 75 x 6 mm and frame 35 x

35 x 3 mm painted with best quality apoxy coating in black and

white bends. The details of symboles for each board shall be as

per the instruction of engineer - in - chage. The fixing of side

shall be in 1:2:4 C.C. block of size 45 x 45 x 60 cms for each

leg including exavation , curing etc complete under the

supervision of engineer - in - chage ( B ) Engineering Grade

Providing and fixing Hazard marker sign board made out of 4.00 No 2423.74

2mm aluminium sheet size 90 x 30 cms.rectangle plate as per

the design of (IRC) pretreated with phospheting process & 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.letters,& numericals

should be as per IRC-30-1968, 3.1 m long stand post and

Item No frame fabricated from suitable size iron angle of 35 x 35 x

21 mm., 50 x 50 x 5 mm as required , painted with best quality

epoxy coating in black and white bends. The details of symbol

for board shall be as per Instruction of engineer in charge. The

fixing at site shall be in 1:2 :4 CC block of size 45 x45 x60

Cms. For each leg, including excavation , curing-etc. complete

under the supervision of engineer in charge.

B ) Engineering Grade

Providing and fixing Direction Sign (Junction Board) boards 3.00 No 14831.71

made out of 2mm alluminium sheet size 244 x 122 cms.

Rectangle as per design of IRC - 67 - 1977. Pretreated with

phoshpheting 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.

specifications ; Letters and numerals should be as per IRC-30-

Item No 1968; 3.1m long ( 2 nos. ) Stand post and frame fabricated from

22 suitable size iron angle of 50x 50 x 5mm, & 75 x 75 x 6 cms. 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 instructions of Engineer in charge.

The fixing at site shall be in1:2:4 C.C. block of size 45 x 45 x

60 cms. for each leg including excavation, curing complete

under the supervision of Engineer-in-charge.

(B) Engineering grade.

Item No. DESCRIPTION Qty. Unit Amount

Providing and fixing informatory / Place Identification Sign 7.00 No 9390.66

boards made out of 2mm alluminium sheet size 150 x 90 cms.

Rectangle as per design of IRC - 67 - 1977. Pretreated with

phoshpheting 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.

specifications ; Letters and numerals should be as per IRC-30-

Item No 1968; 3.1m long ( 2 nos. ) Stand post and frame fabricated from

23 suitable size iron angle of 50x 50 x 5mm, & 75 x 75 x 6 cms. 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 instructions of Engineer in charge.

The fixing at site shall be in1:2:4 C.C. block of size 45 x 45 x

60 cms. for each leg including excavation, curing complete

under the supervision of Engineer-in-charge.

(A) Engineering grade.

Providing Vibratary roller 8 to 10 tone capacity about 100 cum / 300.00 Hours 850.80

Item No hour at site including disel ,driver with nessasary equipment etc

ProvidingWater tanker with pressure distributor/Sprayer at site 50.00 Hours 427.97

Item No of work

Providing Truck Dumper cum Tipper at site of work 20.00 Days 4279.67

Providing and operation dewatering Pump including fuel 60.00 Shift 606.00

charges & operator Charges etc. as directed etc. comp. (Shift for

Eight Hour) (For Each Pump Set, No payment should be

allowed for non working condition of machinery)

Extra rate over item of excavation of earth for excavation of 600.00 Sqm 202.00

asphalt pavement / RCC of thickness up to 0.300 meter

Item No including demolishing the asphalt carpet,metal,soiling/cutting

28 Reinforcement etc.comp. with stacking the material as directed.

(By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc complete.

Barricading the entire break down or excavated area on rental 500.00 Rmt. 90.90

basis using wooden ballies / M.S.angles at max. 2.00 meter

centre to centre, C.G.I. Sheet, reflective paint / Board out side to

Item No avoid accident & for smooth traffic diversion & movement

29 including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out the

work with necessary required arrangement. The same shall be

removed after completion of work.

Providing and laying 50 mm thick Dense Graded Bituminous 598.00 MT 2906.57

Macadam in single layer using BT stone chips as per MoRTH

gradation and specification with Bitumen Grade (VG 30) for

mixing @ 45.00 Kg /MT of total Wt. of mix i.e (4.50 % of total

weight mix) including tack coat @ 2.5 kg/10 smt and mixing

Item No aggregate & asphalt by batch mix/drum mix plant and spreading

30 the same by manully including rolling & consolidation with 10-

12 tonne vibratory roller & providing all materials equipment's

tools & plants, fire wood, oil , kerossene, labour charges, using

contractor's own machinery etc Complete as directed by

engineer in charge as per MoRTH Specification

Item No. DESCRIPTION Qty. Unit Amount

Providing and laying 40 mm thick of compacted Bituminous 290.00 MT 3704.78

concrete using BT aggregate as per MORTH gradation

,specification and asphalt Grade VG 30 mixing @54.00 Kg

/MT of total Wt. of mix i.e. (5.40% of total weight mix) & tack

coat at 2.5Kg/10sqm on existing B.T. surface including heating

Item No and mixing aggregate & asphalt by hot mix plant spreading laid

31 process by manully including rolling & consolidation with 10-

12 tonne vibratory roller & providing all materials equipment's

tools & plants, fire wood, oil , kerossene,labour charges , using

contractor's own machinery etc Complete as directed by

engineer in charge as per MoRTH Specification

Steel work welded, in built up sections, framed work including 20.00 Qtl. 8413.49

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint :(A) In beams and joists, channels angles,Pipes,

tees, flats with connecting plates or angle cleats as in main &

cross beamnship & jack rafters, purlins connected to common

rafters and the like.Tee post fixed in pcc including repairing of

curb which damage occurres during installation of main post

Providing & Fixing in Position 10 guage thick GI Chain Link 840.00 Sqm 433.55

Jali having opening of 50 x 50 mm as per design including

necessary materials ( i.e Screws, Nut Bolts), cutting, welding

and fixing in position as directed by engineer in charge

(necessary Frame work shall be paid in separate item of Steel

Painting two coat on new steel and other metal surfaces 106.00 Sqm 87.81

Item No with synthetic enamel paint brushing to give an even shade

34 incl. Cleaning the surface of all dirt, dust and other foreign

Supply of ready mixed material (Coldmix) for pothole repairing 13000.00 Kg 15.91

Item No work as per morth 4th revision 2001 table 500-37 and as per

35 specified in specification make shelmac PR equivelent.

Pre cast concrete kerb for liner kerbing in plan Providing & 200.00 Rmt. 1360.81

fixing M25 grade of concrete precast exposed/ fare finish/

texture finish kerb stones (manufactured on vacuum wet

press machine with hydraulic pressing of wet concrete

mixture to a minimum of 400 tons with simultaneous

vacuuming, using ECO filters and developing texture finish)

of Vyara or equivalent make; as per sample approved of

following sizes. Kerbs shall be fixed on the foundation

prepared of M15 grade concrete as of approved design

Item No including curing, formwork etc. complete. The rate shall

36 also include for erecting and fixing the pieces in position

for complete Kerb systems with Chamfered type of kerbs

including necessary accessories of kerb like Radius Kerbs,

Angles and Quadrant Kerbs etc complete as per drawing. The

rate shall also include the flush pointing in CM (1:2) for all

joints of the kerb stones. (Sample must be approved). The

contractor rate shall also include the cost of excavation,

base PCC M15 grade and finish good, curing, etc complete

as directed by engineer in charge. 450mm (H) x 125/ 150 (W)

Providing and fixing pre-cast Rubber Dye /steel Dye inter 1000.00 Sqm 1299.16

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed /vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

Item No 35mm Sand layer for levelling and filling the joint with sand in

37 proper line and level as per guidlines and Box cutting the road

surface to proper slope & camber for making a base, the

foundation prepared of M15 grade concrete as of approved

design including curing, formwork etc. of IRC : SP 63-2018

Item No. DESCRIPTION Qty. Unit Amount

Providing and fixing pre-cast concrete kerb stone of gray 200.00 Rmt. 424.93

cement based concrete block 30cm length, 30cm height and

15cm thick of M250 grade concret as per approved design and

including excavation for fixing in proper line and level, filling

the joint with C:M 1:3 (1 cement: 3 fine sand) etc complete.

Providing and laying cast in situ concrete kerb stone of gray 200.00 Rmt. 480.53

cement based concrete block 30cm height and 15cm thick of

M200 grade concret Kerbs shall be fixed on the foundation

Item No prepared of M15 grade concrete as of approved design

39 including curing, formwork etc. complete. as per approved

design and including excavation for fixing in proper line and

level, filling the joint with C:M 1:2 (1 cement: 2 fine sand) etc

Pre-cast concrete kerb Providing & placing M25 grade of 4.63 Cum 16008.50

concrete factory-made precast exposed/ fair finish kerb stones of

approved make and as per sample approved of any sizes, any

shape. Kerb shall have chamfered type/ pencil corner edges.

Kerbs shall be fixed on the base PCC with cement mortar 1:2

including flush pointing in CM (1:2) for all joints of the

kerbstones, curing, etc. complete. The rate shall also include

erecting by any means and fixing in position all varieties/ shapes

of kerbs (i.e. radius kerbs, corner kerb, quadrant kerbs, drain out

Item No kerb, flat kerb, parking edge kerb, ramp kerb etc) as per

40 drawing. Precast kerb shall be protected with good quality

plastic sheet for protection against bituminous/ concrete work.

The rate shall include the joining, curing, finishing, protection

etc complete as directed by the engineer in charge. Actual

installed kerb volume shall be measured in payment. Sample

and Mock-up shall be carried out suggestec by the Engineer in

charge and as directed by the Engineer in charge. Sample and

mock shall not be payable if rejected. The actual laid area shall

be measured for payment without any wastage. damaged block

shall not be used in laying.

Rupees One Crores Eighty Lacs Sixty Seven Thousand Two Hundred and Twenty Five Paisas Only

I/We am /are willing to carry out the work at ………………% Above/Below persent (should be written in figures and words ) ot the Estimated Rate

mantioned above. Amount of my/ our tender works out as under.

These rates are Exclusive of GST for this work of Road.

Estimated amount put to Tender Rs. 1,98,93,734.00 Estimated amount put to Tender Rs.

Deduct………….% Below Add………….% Above

In Words……………………………. In Words…………………………….

Executive Engineer

AUDA, Ahmedabad