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 2.00 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, 19888.00 One 278.76

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 5410.00 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 top of spoil

4 Supplying and stacking Hard Murram for side 808.00 One 481.77

sholder including spreading, etc. Complete. Cum

5 Construction of 200mm Granular Sub base Grade-II 2697.00 One 922.13

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 as per clause

6 Providing, laying, Spreading and compacting 1307.00 One 1220.08

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

7 Providing and laying Spreading and Compacting 1960.00 One 1168.57

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

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

No. reference to book of Specification) Figures

8 Providing and laying evenly priming coat with 8427.00 One 57.57

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

9 Providing and laying 37.5mm thick Bituminious 696.00 One 2616.91

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

10 Providing and laying 20 mm thick average Mix seal 404.00 One 3195.64

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.

11 Excavation for foundation upto 1.5 m depth 1617.00 One 253.88

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto all lead.

Dense or hard soil.

12 Excavation for foundation for depth from 1.5 m to 3.0 304.00 One 170.50

m including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff upto all

lead. Dense or Hard Soil

13 Excavation for foundation up to 1.5 m depth 491.00 One 198.77

including sorting out and stacking of useful materials Cum

and disposing off the excavated stuff up to 50 Meter

lead. (A) Loose or Soft soil.

14 Excavation for foundation for depth from 1.5 m to 3.0 170.00 One 136.30

m including sorting out and stacking of useful Cum

materials and disposing off the excavated stuff up to

50 Meter lead. (B) Loose or Soft soil

15 Providing and laying rubble for apron (Each stone 246.00 One 1083.81

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

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

No. reference to book of Specification) Figures

16 Providing and laying cement concrete 1:3:6 (1-Cement 411.73 One 3754.17

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

size) and curing complete including cost of formwork

in Foundation [PCC]

17 Providing and casting in situ ordinary cement 344.00 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

18 Construction of concrete road using tremix system 809.00 One 6733.67

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]

19 Providing and casting in situ Controlled Cement 50.00 One 4726.09

Concrete M-250 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

20 Providing and laying weep hole in Abutment and 68.00 One 61.47

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

proper grade and jointing the complete as per

detailed specification

21 Providing and laying weep hole in Abutment and 475.00 One 61.47

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

proper grade and jointing the complete as per

detailed specification

22 Providing and laying filter media 600mm. thick 146.00 One 1239.35

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

23 Providing and placing in position FE 500D TMT Bar 18.160 One 76213.97

reinforcement including cutting, bending, hooking, MT

and taying complate as per detail drawing. (C)

Balanced cantiliver box type super structure.

24 Providing and Fixing in position FE 500D TMT bar 14.200 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)

25 Filling available excavated earth (excluding rock ) in 1079.00 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.

26 Supplying and fixing reinforced concrete heavy duty 105.00 One 2470.46

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. (v) 600 mm dia.

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

No. reference to book of Specification) Figures

27 Supplying and fixing reinforced concrete heavy duty 120.00 One 3271.56

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. 900mm dia.

28 Dismantling the existing structure including removing 80.00 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

29 Finishing wall with weather proof exterior emulsion 72.00 One 120.26

paint on wall surface (two coats) to give an required Sqm

hape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

30 Providing and laying cement concrete 1:3:6 (1- 122.00 One 3095.25

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

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and plinth

31 Providing and laying Ordinary cement concrete 1530.00 One 4028.21

M:150 for curing complete excluding cost of Cum

formwork and reinforcement for reinforced concrete

work in [A] Foundations, footings, Base of Columns

and Mass Concrete

32 Providing and Casting in situ controlled Cement 60.00 One 4620.45

Concrete M-200 for R.C.C. Raft and cutt-off walls Cum

including necessary shuttering laying, vibrating,

ramming and curing complete.

33 Providing and casting in situ controlled cement 58.00 One 5333.00

concrete M-250 for R.C.C. return as per drawings Cum

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return

34 Providing and casting in situ controlled cement 41.00 One 5881.49

concrete M-250 for R.C.C. solid slab & Approch Slab Cum

including centering, scaffolding curing and

finishing complete.

35 Excavator for Removal of Trees other than 300.00 Hrs 718.98

Mentioned in Item no 1, Encroachment, Levelling

Work etc. within 50m lead

36 Providing and laying rubble pitching 22.5 cm thick 3000.00 One 839.31

including preparing the surface and providing Sqm

pannel wall of cement concrate 1:2:4 at 3m c/c

horizontally and vertically size

0.35mx0.35mincluding pitching pointing in cm 1:3

including curing incl cost of all material labour etc.

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

No. reference to book of Specification) Figures

37 Providing and fixing Hectometer stone as per EIC 11.00 One 356.50

approved design in fixing in C.C. 1:4:8 including No

painting and lettering etc. complete

38 Providing and fixing Guard stone as per I.R.C. type 63.00 One 101.56

design including white washing etc. complete. fixing No

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

approved hard stone as per EIC approved design in No

C..C. 1:4:8 including painting lettering etc. complete.

40 Providing and fixing Indicator stone of approve stone 112.00 One 102.85

as per EIC approved design including white washing No

fixing etc. complete fixing earth.

41 Citizen's Information Board- Providing and fixing of 2.00 One 10361.59

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.

42 Road marking with hot applied thermoplastic paints 848.00 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

43 Cat Eye / Road Stud / RPM: Supplying of Molded 368.00 One 217.40

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-

44 Cautionary Warning Sign :-Providing and fixing sign 22.00 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 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)

Engineer Grade (VR)

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

No. reference to book of Specification) Figures

45 STOP SIGN:-Providing and fixing sing boards made 4.00 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 reflective

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)

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

sign boards made out of 2mm aluminium sheet; 4.0 No

size 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 reflective 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 (VR)

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

No. reference to book of Specification) Figures

47 Village name/ Bump Ahed sign :-Providing and 2.00 One 5045.36

fixing sign boards made out of 2mm aluminium No

sheet:. 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)

48 Hazard Marker Sign :-Providing and fixing sign 18.00 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 reflective 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

49 Chevron sign: Providing and fixing sign boards 6.00 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

Four Crore Three Lakh Fifty Eight Thousand Four Hundred Thirty Five Rupees And Twenty

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

No. reference to book of 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

* 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-2 Junagadh