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 1.00 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, 6470.00 One 263.61

dressing with all lead and lift and including watering Cum

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.

3 Earthwork in cutting in all sorts of soil and soft 12674.00 One 109.41

Murrum including conveying and putting the stuff, in Cum

spoil bank maintaining minimum distanace of five

meter between top edge of cutting and toe of spoil

4 Construction of 100mm Granular Sub base Grade-II 1868.00 One 897.89

C.B.R. not less than 30% by providing coarse graded Cum

materials, consisting B.T. crushed stone aggregate &

combination of sand stone dust/grit spreading in

uniform layers with mortor grader on prepared

surface mixing by mix in place method with rotavator

at OMC to required density including filling the

depression which occur during the process using

vibratory roller 8 T to 10 T complete

5 Providing, laying, Spreading and compacting 485.00 One 1172.61

B.T.M.C. Stone Aggregate of 90mm to 45mm size to Cum

WBM I 100mm thick including Spreading in Uniform

thickness hand patching, Rolling with Vibratory roller

8-10 tonnes tov proper grade and camber, applying

and brooming requisite type of Screaning / binding /

siller materials to till of the Inter section of cross

aggregate noteraj and Compacted to the Requiared

dencity Grading-I Using screaning type-A [13.20 mm

6 Providing and laying Spreading and Compacting 2397.00 One 1123.12

BTMC stone aggregate of 63mm to 45mm size to Cum

WBM II 150mm thick in two layer including spreding

in uniform thickness hand packing rolling with

vibratory roller 8-10 tones to proper grad and camber

applying and brooming requisite type of

screening/binding/filler materials to fill up the

interstices of coarse aggregate watering and

compacting to the required density. Grading-II using

screening type-A [13.20mm agg.]

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

No. reference to book of Specification) Figures

7 Providing and laying evenly priming coat with 9864.00 One 57.57

emulsion SS-1 at rate of 7.5 Kg/10 Sqm etc.complete Sqm

8 Providing and laying 37.5mm thick Bituminious 815.00 One 2603.78

Macadam (BM) in one layers on the existing BT MT

surface using stone chips as per gradation and using

Emulsion RS1 for tack coat at rate of 2.5kg/ 10sqm on

BT surface and Bitumen VG-30 34KG/MT by weight

of total mix by using stone chips as per MORT&H

specification including heating asphalt and

aggregrates by Drum mix plant and spreading by

paver finisher to the required grade, level and

alighnment and rolled including consolidation with

vibratory road roller as per clasuses 501.6 and 501.7 to

achieve the desired compaction and providing,

operating plant machineries, equioments, tools,

plants, oil fire wood, keresone and all labour charges

9 Providing and laying 20 mm thick average Mix seal 404.00 One 3181.50

surface using stone chips dust as per gradation and MT

using bitumen for mixing VG-30 at the rate of not less

than 50.90Kg /M.T. on BT surface using stone chips as

per M.O.R.T.H specification including heating the

asphalt and aggregates by Hot Mix Plant and

spreading the same by paver finisher including

consolidation with Vibratory Roller and providing,

operating plant machineries, equipment, tools, plants,

oil, fire wood, kerosene and all labour charges etc.

10 Excavation for foundation upto 1.5 m depth 131.60 One 253.88

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 meter

lead. Dense or hard soil.

11 Excavation for foundation upto 1.5 m to 3 m depth 86.18 One 170.50

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 meter

lead. Dense or hard soil.

12 Providing and laying rubble for apron (Each stone 10.52 One 1083.81

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

13 Providing and laying cement concrete 1:3:6 (1-Cement 466.83 One 3743.28

: 3- coarse sand : 6- stone aggregates 40 mm nominal Cum

size) and curing complete Including cost of formwork

14 Providing and casting in situ ordinary cement 62.65 One 4154.97

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves.All Height

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

No. reference to book of Specification) Figures

15 Construction of concrete road using tremix system 689.00 One 6202.41

with controlled C.C. M-250 concrete using fixing and Cum

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. complete. [PQC]

16 Providing and placing in position FE 500D TMT Bar 0.380 One 76213.97

reinforcement including cutting, bending, hooking, MT

and taying complate as per detail drawing. (C)

Balanced cantiliver box type super structure.

17 Providing and Fixing in position FE 500D TMT bar 11.500 One 73243.02

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (C) RCC App. Slab (D)

18 Filling available excavated earth (excluding rock ) in 133.27 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

19 Supplying and fixing reinforced concrete heavy duty 22.50 One 5516.63

non-pressure pipes with collars for culverts including Rmt.

setting and joining the pipes 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. 1200mm dia.

20 Dismantling the existing structure including removing 9.00 One 409.22

and stacking the dismantled materials as and where Cum

directed. (B) Rubble masonary.

21 Dismantling the existing structure including removing 18.75 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

22 Providing and fixing Hectometer stone as per EIC 14.00 One 356.50

Approved type design including painting lettering No

etc. comp. Fixing in C. C. 1: 5 :

23 Providing and fixing Precast cement concrete Guard 63.00 One 101.56

stone as per I.R.C. type design including white No

washing etc. complete. fixing in earth

24 Providing and fixing ordinary K.M. stone of approved 3.00 One 891.53

hard stone as per EIC Approved design in fixing C.C. No

1:4:8 including painting and lettering etc. comp.

25 Providing and fixing indicator stone of approved 132.00 One 102.85

stone as per EIC Approved design including white No

washing fixing etc. complete. Fixing in earth.

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

No. reference to book of Specification) Figures

26 Citizen's Information Board- Providing and fixing of 1.00 One 10361.59

typical MMGSY information board as per instruction No

of Engineer in Charge. 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.

27 Road marking with hot applied thermoplastic paints 668.00 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

28 Cat Eye / Road Stud / RPM: Supplying Raised 424.00 One 217.40

Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels 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 Đ DO III Dt 11.06.

1997. The height, width and length shall not exceed

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 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-in-charge.

29 Cautionary Warning Sign :-Providing and fixing sign 16.00 One 3808.66

boards made out of 2mm aluminium sheet; size 90 x No

90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x

35 x 3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The details of symbol foreach board shall be as per

charge. (A) 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 Grade

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

No. reference to book of Specification) Figures

30 STOP SIGN:-Providing and fixing sing boards made 2.00 One 4676.06

out of 2mm aluminium sheet; size 90 x 90cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; 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; 3.1m

long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; 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 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer

in charge. (A) Engineer Grade (VR)

31 Direction sign (Junction board):-Providing and fixing 4.00 One 14831.71

sing boards made out of 2mm aluminium sheet; size No

244 x 122cms, 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 Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

32 Village name/ Bump Ahed sign :-Providing and 1.00 One 5045.36

fixing sign boards made out of 2mm aluminium sheet; No

size 90 x 60cms. 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 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 (VR)

33 Hazard Marker Sign :-Providing and fixing sign 4.00 One 2423.74

boards made out of 2mm aluminium sheet; size 90 x No

30cms. rectangle as as per the design/drawing

attached (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 refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm painted with best quality

epoxy coatings The fixing at site shall be in 1:2:4 CC

block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision

of engineer in charge. (A) Engineer Grade (VR)

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

No. reference to book of Specification) Figures

34 Chevron sign :-Providing and fixing sign boards 3.00 One 3711.75

madeout of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

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;

3.3 mtr 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 of35x35x3mm;

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 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

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

One Crore Ninety Nine Lakh Forty Thousand Eight Hundred Fifty Eight Rupees And Ninety

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

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-1 Junagadh