Road

BILL OF QUANTITIES

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

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 0.98 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork for embankment including breaking clods, dressing 13636.00 One 338.42

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area within Land width from 20 km.

lead, Executed with machineries (Selected soil to be used for

earthwork shall be from Borrow Area only having CBR not less

3 Earthwork in cutting in all sorts of soil and soft Murrum 2344.00 One 134.12

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

4 Providing, Laying, spreding and Compacting of Hard Murrum 564.00 One 660.22

with all lead of 37 Kms. Incl. Spreading, rolling and watering of Cum

5 Granular Sub-base with Black trap crushed stone Well Cum. 2670.00 One 1209.48

Graded Material (Table 400.1) By Mix in Place Method Cum

Construction of granular sub-base by providing Black trap

crushed stone well graded material, spreading in uniform

layers 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, complete as per

Technical Specification Clause 401. For Grading I Material

6 WBM Grading 1 Providing, laying, spreading and compacting 1011.00 One 1709.30

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

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 Technical Specificaion Clause 405. By Manual

7 WBM Grading 2 Providing, laying, spreading and compacting 1516.00 One 1571.59

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

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 .

By Manual Means

8 Rolling and Watering of earthwork in layers with vibratory 13636.00 One 22.95

roller including filling in depression which occur during the Cum

process as directed.

9 Providing & Laying bitumeneous grout 37.50 mm thick using 705.00 One 3147.36

RS-1 Emulsion for tack coat at the rate of 4.00Kg/ 10 sqm on MT

WBM surface and using B.T.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.

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

No. book of Specification)

10 Providing, laying & rolling 37.50 mm thick compacted 775.00 One 4106.85

Bitumeneous Macadam (B.M.) in one layer with B.T. aggregates MT

as specified and using RS-1 Emulsion for tack coat at the rate

2.50 Kg/10Sqm on WBM Surface (As per IRC-16) and using

bitumen for mixing with aggregate at the rate of 3.40% i.e.

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, firewood, 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.

11 Providing and laying and rolling of 20mm Thick compacted 432.00 One 5063.96

mix seal surface with B.T.and aggregate as specified using MT

bitumen for mixing with aggregate at the rate of 5.10% i.e.

51.00kg/ M.T. 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 0.30 cum/10sqm. etc complete in

accordance with the requirement of specification.

12 Excavation for foundation upto 1.5 m depth including sorting 109.00 One 253.88

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Dense or hard soil.

13 Excavation for foundation upto 1.5m depth including sorting 101.00 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

14 Providing and casting in situ ordinary cement concrete M-150 268.00 One 3921.63

mix and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 M to 5.0 M

15 Providing and filling in foundation with ordinary cement 28.00 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

16 Providing and laying weep hole in Abutment and returns by 99.00 One 146.20

using P.V.C pipe of 90mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

17 Providing and laying in Position FE 500/ 500D TMT bar 1.770 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers

(B) Abutments (C) Returns (D) Walls etc.

18 Filling available excavated earth (excluding rock ) in trenches 46.00 One 136.91

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

19 Supplying and fixing reinforced concrete heavy duty 30.00 One 659.99

nonpressure pipes with collars for culverts carrying heavy Rmt.

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

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

No. book of Specification)

20 Supplying and fixing reinforced concrete heavy duty 50.00 One 3469.25

nonpressure pipes with collars for culverts carrying heavy Rmt.

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

21 Providing and fixing Precast Cement Concrete Hectometer as 10.00 One 356.49

per IRC type design incl. painting, lettering etc. fixing in C.C. No

22 Providing and fixing Precast Cement Concrete Guard stone as 120.00 One 213.79

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

fixing C.C. 1:5:10

23 Providing and fixing ordinary Kilometer stone of pre-cast 3.00 One 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C. type No

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

24 Providing and fixing Indicator stone of approve stone as per 123.00 One 102.84

I.R.C. type design in C.C. 1:4:8 including white washing etc. No

complete fixing in earth

25 Supplying and fixing Junction Boards of M.S. plates and angles 2.00 One 5236.69

as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with necessary No

excavation painting, figuring, lettering on boards etc. complete.

26 Providing and fixing Village name Boards as per standard 2.00 One 3437.59

I.R.C. type design of steel plate incl. painting, lettering etc. No

complete with fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

27 Providing and fixing Road sign of M.S. plate and angle iron 8.00 One 3072.98

incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.

with necessary excavation etc. complete as per IRC type design

(i) Reflective Type.

28 Citizen's Information Board- Providing and fixing of typical 1.00 One 8560.76

MMGSY information board as per instruction. Two M.S. sheets No

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.

29 Road marking with hot applied thermoplastic paints with 917.00 One 367.72

reflectorising glass beads on bitumin surface providing and Sqm

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

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 reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

30 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 310.00 One 375.72

beautile sterine injuction high compressed molding with No

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)

31 Regulatory / Mandatory Signs 4.00 One 3439.80

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 60 cms. diamete circle as per design of IRC-67-1977.

Pretreated with phospheting process andmacid 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: 3.1 M. long stand post and frame

fabricated from suitable size iron angle of 35*35*3mm

75*75*6mms. required: painted with best quality epoxy coatings

in black and white bends the details of symbole 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*45*60 cms for each leg:

includingexcvation curing etc. comp.under the supervision of

engineer-in-charge. (A) Engineer grade.

32 Village Name : 8.00 One 5045.36

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*60 cms. rectangle as per design of IRC-67-1977.

Pretreated with phospheting 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 specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of 50*50*5mm

painted with best quality epoxy coatings in black and white

bends the details of symbole 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*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge.(B)Engineer grade

33 Hazard Marker sign : 1.00 One 2423.73

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*30 cms. rectangle as per design / Drawing

attached (IRC). Pretreated with phospheting 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 specification: 3.1 M. long (2 nos)

stand post and frame fabricated from suitable size iron angle of

35*35*3mm and 50*50*5mm : painted with best quality epoxy

coatings in black and white bends the details of symbole 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*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision of engineer-in-

charge. (B) Engineer grade

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

No. book of Specification)

34 Chevron sign :-Providing and fixing sign boards made out of 24.00 One 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite No

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 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 besubmitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

Two Crore Twenty Eight Lakh Forty Nine Thousand Three Hundred Ninety Rupees And Forty Five Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ below 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 the tender.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh