Road

BILL OF QUANTITIES

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

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 0.61 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earthwork for embankment including breaking clods, 985.00 One 157.91

dressing with all lead and lift (excluding watering and Cum

consolidation) 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 1629.30 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto 50 Mt. lead

4 Earthwork in cutting in all sorts of soil and soft 812.70 One 134.12

Murrum including conveying and spreading the suff Cum

embankment as and where directed within 200 meters

from the end of the cutting with all required lead.

5 Supplying, stacking, spreading, rolling, watering and 482.00 One 572.06

consolidation to desired density of Hard Murrum Cum

with all lead of 5 Kms.

6 Scarifying graveled macadam or Bitumen macadam 3038.00 One 41.60

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining

7 WBM Grading 1 (By Manual Means) Providing, 762.00 One 1391.17

laying, spreading and compacting stone aggregates of Cum

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 grading I as per

TechnicalSpecification Clause 404-4.9A(i).

8 WBM Grading 2 (By Manual Means) Providing, 66.00 One 1279.06

laying, spreading and compacting stone aggregates of Cum

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 (As

per Technical Specification Clause 404.) By Manual

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

No. reference to book of Specification) Figures

9 Rolling of earthwork in layers with power roller 657.00 One 22.95

including filling in depression which occur during the Cum

process and watering of earth work as directed.

10 Providing and Laying bitumeneous grout 37.50mm 60.00 One 2089.99

thick using Emulsion RS1 (Bulk) for tack coat at the MT

rate of 4.00 Kg/10 Sqm 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. 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.

11 Providing, laying and rolling 37.50mm thick 66.00 One 2612.76

compacted Bitumeneous Macadam (B.M.) with B.T. MT

aggregates as par 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 38.00 One 3074.94

compacted mix seal surface with B.T. and aggregate as MT

specified using bitumen 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 414.00 One 253.88

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 Mtr. lead.

Dense or hard soil.

14 Excavation for foundation upto 1.5m depth including 217.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing off the excavated stuff upto 50 Mtr. lead.

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

No. reference to book of Specification) Figures

15 Providing and filling in foundation with ordinary 718.10 One 3345.58

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

16 Construction of concrete road using tremix system 1308.00 One 6793.08

with 20cm thick controlled C.C. M-200 concrete Cum

mixing conplast P-211 water reduction admixture @

100 ml/bag of cement and hardner 62.50 ml/bag

using fixing and removing 'C' channels of required

road depth levelling if placed concrete with surface

vibrator, finishing the surface with power floter and

towel tight brooming as directed with providing

expansion joints 20 x 200 mm and construction joints

20 x 20 mm using cocnrete cutter machine etc.

17 Providing and laying weep hole in Abutment and 192.00 One 61.46

returns by using A.C. pipe of 100mm. Incl. laying in No

proper grade and jointing the completed as per

detailed specification

18 Providing and laying in Position FE 500D TMT bar 4.700 One 73858.69

reinforcement including cutting, bending, hooking MT

and tying 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 17.580 One 73243.01

reinforcement including cutting, bending and tying MT

complete as per detailed drawaing (A)RCC kerb (B)

RCC Footpath (C) RCC App. Slab (D) Wearing coat.

20 Filling available excavated earth (excluding rock ) in 555.00 One 136.91

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

21 Supplying and fixing reinforced concrete heavy duty 338.00 One 659.99

nonpressure pipes with collars for culverts carrying Rmt.

heavy 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.

22 Supplying and fixing reinforced concrete heavy duty 45.00 One 3469.25

nonpressure pipes with collars for culverts carrying Rmt.

heavy 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

23 Dismantling the existing structure including removing 194.10 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

24 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain 30.00 One 76.67

water pipes with fitting and clamps including Rmt.

stacking the materials with all lead and lift (for any

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

No. reference to book of Specification) Figures

25 Providing & casting in situ ordinary cement concrete 705.00 One 3921.63

M-150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves. (A)

Height from 0.0 M to 5.0 M

26 Providing and cast in situ Controlled Cement 16.00 One 5300.56

Concrete M-200 for average 75/150mm thick Cum

wearing coat laid as directed incuding. tamping,

vibrating, finishing, curring and filling in joints with

bitumen complete.

27 Providing and fixing pre-cast Rubber Dye / steel Dye 96.00 One 706.92

inter locking concrete block 60mm thick with grade of Sqm

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658: 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC: SP 63-2018 etc.

28 Providing and fixing Hectometer as per IRC type 8.00 One 356.49

design incl. painting, lettering etc. fixing in C.C. No

29 Providing and fixing Guard stone as per I.R.C. type 180.00 One 213.79

design including white washing etc. complete. fixing No

30 Providing and fixing ordinary Kilometer stone of pre- 2.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including

painting lettering etc. complete.

31 Providing and fixing Indicator stone of approve stone 90.00 One 102.84

as per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete fixing in earth

32 Supplying and fixing Junction Boards of M.S. plates 1.00 One 5236.69

and angles as per I.R.C. design incl;. Fixing in C.C. No

1:4:8 with necessary excavation painting, figuring,

lettering on boards etc. complete.

33 Providing and fixing Flood guage post mark of 'C' 4.00 One 1141.30

angle size 100mm x 50mm x 6mm thick of length 2.00 No

Mt. height fixed in head wall 0.50 mt. and 1.50mt. Out

side with painting and lettering with radium color as

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

No. reference to book of Specification) Figures

34 Citizen's Information Board- Providing and fixing of 1.00 One 7399.26

typical MMGSY information board as per instruction. No

Two M.S. sheets 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 420.00 One 367.72

with reflectorising glass beads on bitumin surface Sqm

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 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 100 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 Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

36 Cat Eye / Road Stud/RPM: Supplying of Molded 420.00 One 326.23

Twin Shanks Raised Pavement Markers made of No

polycarbonate and 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,

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-

37 Cautionary warning sign:-Providing & Fixing sign 4.00 One 3808.65

boards made out of 2mm. alluminium sheet size No

90x90x90cms. equilateral 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.

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

No. reference to book of Specification) Figures

38 Sign board per Square Meter :-Providing and fixing 6.00 One 7894.01

signboards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 1 meter x

1meter asper design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with

onecoat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

PrismaticGrade retro refiectivesheeting of Type-4 as

per ASTM D4956 and latest M.O.S.T.Specifications;

mtr long stand post (2 Nos.) of Iron Angle 75 x 75 x

6mm / 65NBCircular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x5mm; painted withbestquality epoxy coatings

in black and white bends.

the details of symbol or inscription / numerals for

eachboard shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC blockof

size45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision

of engineerin charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer &

acertified copy of 3 year outdoor exposure test report

from third party test lab for the product offered

shallbe submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

39 Village name Sign:-Providing and fixing sign boards 6.00 One 6397.43

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

(Aluminum composite 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 75 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

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

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

No. reference to book of Specification) Figures

40 Hazard Marker Sign Providing and fixing sign boards 2.00 One 3518.68

made out of 2.0 mm aluminium sheet/4 mm ACP No

(Aluminum composite Panel); size 90x30 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 refiectivesheeting of Type-4 as

per ASTM D4956 and latest M.OS.T.Specifications:

1.8mtr long stand post of Iron Angle 75 * 75x

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

fabricated from suitable size iron angle of 35 * 35x

3mm; painted with bestquality 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 blockof

size 45 * 45 * 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 Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

One Crore Ninty Five Lakh Ninty Four Thousand Thirty One Rupees And Seventy Six Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as

* 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 the tender.

NOTE: Amount Rs 28865 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

Keshod-2 Junagadh