Road

BILL OF QUANTITIES

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

No. Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank vegetation, 0.55 One 28455.09

grass, bushes, shurbs, saplings and trees girth upto 300mm removal of Hect.

stumps of trees cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earthwork for embankment including 1950.44 One 177.91

breaking clods, dressing with all lead and lift and including Cum

watering rolling and 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

3 Construction of granular sub-base 150 mm thick by providing machine 181.80 One 541.36

crushed B.T. material satisfying MORT&H specification (Fifth revision) Cum

of grading III including spreading in uniform layer 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 etc. complete.

4 WBM Grading 2 Providing, laying, spreading and compacting stone 47.00 One 1404.91

aggregates of 63 to 45mm sizes to water bound macadam specification Cum

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 grading 2 as per Technical Specification Clause

By Manual Means

5 Providing and applying priming coat with emulsion SS1 grade at the 220.00 One 58.77

rate of 7.50 kg/10 Sq.mt. including cost of asphalt and preparing the Sqm

surface heating, and applying etc. complete

6 Providing & Laying 20mm thick mix seal surfacing using stone 9.00 One 3203.72

chipping and aggregate as per MORT&H specification and asphalt MT

grade VG-30 for mixing at the rate of 4.5% of total mix including

heating the ahhrehate and asphalt by drum mixing plant and

including using asphalt grade VG-30 for tack coat at the rate of

2.5kg/10sq.mt. spreding with vibratory roller including providing all

materials equipments tools and plants oil, keroscene, firewood, labour

charges etc. complete

7 Excavation for foundation in sand, gravel, clay soft soils and murrum 565.28 One 511.11

etc. including shoring, strutting dewatering as necessary and Cum

disposing of the excavated stuff as directed.(A) Depth upto 3.00mt

And Lead Upto 100m For 10 Cum

8 Providing and laying rubble for apron (Each stone weighting not less 139.40 One 1083.81

than 40kg) including and packing and filling in the interstices with Cum

9 Providing and filling in foundation with ordinary cement concrete M- 8.50 One 3345.58

100 mix and providing necessary vertical pin headers incl. Formwork, Cum

vibrating, ramming and curing complete.

10 Providing and cast in situ Ordinary Cement Concrete M-200 Mix and 201.54 One 5227.36

providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete with V-grooves (A) Height

from 0.0M to 5.0M

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

No. Specification) Figures

11 Construction of concrete road using tremix system with 15cm thick 98.80 One 6429.66

CC M 250 Concrete mixing conplast P-211 water reduction Cum

admixture @ 100 ml/bag of cement and harder 62.50ml/bag using

fixing and removing 'C' Channels of required road depth

leveling if placed concrte with surface vibrator, finishing the

surface with power floter and towel tight brooming as directed

with providing expansion joints 20 x 200mm and construction joint

x 20 mm using concrete cutter machine etc. complete.

12 Providing and casting in situ Controlled Cement Concrete M-25 for 62.72 One 4726.17

R.C.C. Raft and cut-off walls including neccesary shuttering laying, Cum

vibrating ramming of curing complete.

13 Providing and casting in-situ ordinary cement concrete M-250 23.63 One 5264.44

for approach slab including formwork curing and finishing Cum

14 Providing Weep holes in RCC abutment,Return wall 114.00 One 61.47

and retaining wall with 100 mm dia PVC pipe and non-corrodible No

grating and geotextile, extending through the full width of the

structure with slope of 1V:20H etc. complete as per drawing

and technical specification.

15 Providing and laying weep hole in abutment and returning by using 42.84 One 61.47

P.V.C. pipes of 100 mm. diameter including laying in proper grade No

and joining etc. complete as per detailed specification.

16 Providing and laying filter media 600mm. thick directed at the back of 156.84 One 1239.35

abutments, returns and wing walls as per detailed specifications. Sqm

17 Providing and placing in position FE 500D bar reinforcement 8.620 One 73858.69

for following items including cutting bending hooking and tying MT

complete as per detailed drawing. For Foundation & Sub-

18 Providing and laying in position FE 500D TMT bar reinforcement 1.210 One 73858.69

including cutting, bending, hooking and tying complete as per MT

detailed drawings for the following. (A) Piers

(B) Abutments (C) R.C.C. Returns

19 Providing Pre-moulded asphalt filler joints 7.56 One 703.53

as per drawings.(A) 12mm Sqm

20 Providing PVC 100mm. Diameter water spouts including necessary 6.00 One 159.37

iron gratings as per drawings. No

21 Providing flood gauge marks on sub structure as per design including 11.16 One 156.34

painting complete Rmt.

22 Supplying and fixing reinforced concrete heavy duty non-pressure 37.50 One 3271.56

pipes with collars for culverts including setting and joining the pipes Rmt.

in C.M. 1:2 watering and laying (To level of slops of I.S. 458/1971

Class NP3 casted by vertically vibrated technology of following

internal diameter. (v) 900 mm dia.

23 Dismentaling the existing structure including removing and 231.94 One 930.35

stacking the dismentelled materials as and where directed. (A) Cum

24 Providing and filling in foundation with ordinary cement 119.78 One 3715.63

concrete M-150 mix and providing necessary vertical pin Cum

headers including formwork, vibrating, ramming and

curing complete.

25 Providing and Casting in situ controlled Cement Concrete M- 36.14 One 4620.45

200 for Curtain Wall and cutt-off walls including necessary Cum

shuttering laying, vibrating, ramming and

curing complete.

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

No. Specification) Figures

26 Providing and casting in -situ controlled cement concrete of M 13.03 One 4974.74

250 grade for RCC crash Barrier with 20 mm down coarse Cum

aggregate of the required size including formwork,

shuttering, placing in position, consolidation with mechanical

vibrators curing finishing, deshuttering carefully, marking good the

damages, fixing embedment, inserts, pockets, wherever necessary

as directed and as per drawing.

27 Providing and casting in situ controlled cement concrete M-250 44.99 One 5333.08

for R.C.C. return as per drawings including centering shuttering, Cum

scaffolding where necessary, laying vibrating, curing and finishing

(A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

28 Providing and casting in-situ controlled cement concrete M-250 14.81 One 5406.29

for average 100 mm thick wearing coat laid as directed including Cum

tamping, vibrating finishing curing and filling in joints with

bitumen complete.

29 Providing and casting in situ controlled cement concrete M-250 47.10 One 5457.74

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

finishing complete.

30 Providing and placing in position FE 500D TMT bar 8.65 One 73243.02

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawing.(A) Top Slab .

31 Providing and laying 22.5 cms thick dry stone pitching 142.79 One 830.83

including preparing the surface with 15 cms thick murrum Sqm

beding and including watering and providing 30 cms x 30cms

pannel in cement concrete 1:3:6 at 3.0 meter center to center

vertically & Horizontally and filling the voids of rubble with quarry

spalls and murrum including ramming and watering with flush

pointing on dry stone pitching and uncoursed stone masonary

with C.M. 1:3 (1 Cement:3 Sand) etc.

complete.(Including Supplying and Spreading Murram)

32 Providing and fixing 'W' type safety barrier using M.S. iron channel 10.00 One 1919.00

150mm x 75m x 5mm size erected at 2.0 Mt. center to center and Rmt.

providing 'W' shaped galvanised steel sheet guard rail 3mm thick for

crash barrier in single row as per detailed drawing with fabrication

and installation charges including providing foundation block of

size 0.60 x 0.60 x 0.75 Mt. in C.C. 1:2:4 and oil painting two coats

with one coat of red oxide etc complete.

33 Providing and fixing Precast cement concrete Guard stone as per 232.00 One 213.80

I.R.C. type design including white washing etc. complete. fixing C.C. No

34 Road marking with hot applied thermoplastic paints 43.26 One 367.72

with reflectorislng glass beads on bitumin surface. Providing and Sqm

laying a hot applied thermoplastic compound 2.5 mm thick includ

lng reflectorlsing glass beads@ 2SOgms per sqm area, thickness of

2 .5mm is excluding of surface applied, glass beds as per

lRC: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

luminance coefficient on cement road shall 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 reflectivity shall be for two years.

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

No. Specification) Figures

35 Cat Eye/ Road Stud/ RPM:- Supplying Raised Pavement 17.00 One 217.40

Markers made of polycarbonate and ABS moulded body and No

reflective panels with Micro compressed molding with micro

prismatic lens (No Glass bead 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

mm and with minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree.The body of the

marker should having finger grip for easy and accurate placement

and application with epoxy

/ bituminous Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-2015

and as directed by Engineer-ln-carge.

36 Cautionary Warning Sign :-Providing and fixing 2.00 One 3906.19

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

(Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle

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 reflective

sheeting of Type 4 as per ASTM D- 4956 and latest M.O.S.T.

Specifications; 3.6mtr 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 best quality 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 block of 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 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

37 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 One 3540.12

made out of 2mm aluminum sheet / 4mm ACP (Aluminum No

composite Panel); size 60 cms. Dia Circle 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 reflective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr 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 best quality 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 block of 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 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

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

No. Specification) Figures

38 Men at work (Heavy) sign :-Providing and fixing sign boards made 2.00 One 9148.15

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite No

Panel); size 120cm x 90cm 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 D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long

stand post (2 Nos.) of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle of

50x50x5mm; 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 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

39 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2.00 One 9867.07

2mm aluminium sheet/4mm ACP (Aluminum composite Panel); size No

180x60 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 D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand

post (2 Nos.) of Iron Angle 50 x 50 x 5mm/50NB Circular MS Pipe as

required and frame 35 x 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 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 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

Sixty Five Lakh Seventy Thousand Eight Hundred Seventy One Rupees And Ninty Three Paisa

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

No. Specification) Figures

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 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 270398.44 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