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 1.30 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 Box cutting the road surface to proper slope and camber for 4187.70 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

3 Supplying, stacking, spreading, rolling, watering and 372.00 One 602.46

consolidation to desired density of quarry spall with all lead of Cum

4 Water Bound Macadam Grading 1 (By Manual Means) 1647.00 One 1390.97

Providing, laying, spreading and compacting stone aggregates Cum

of 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/binding

materials to fill-up the interstices of coarse aggregate,

wateringand compacting to the required density.

5 Water Bound Macadam Grading 2 (By Manual Means) 36.00 One 1279.06

Providing, laying, spreading and compacting stone aggregates Cum

of 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 .

6 Providing and Laying bitumeneous grout 37.50mm thick using 568.00 One 2635.49

Emulsion RS1 (Bulk) for tack coat at the rate of 2.5 Kg/10 Sqm MT

on BTsurface and using BT chips for required gradation with

the asphalt of grade VG-30 at the rate of 1.99% ie. 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.

7 Providing, laying and rolling 50 mm thick compacted 833.00 One 3514.80

Bitumeneous Macadam (B.M.) with B.T. aggregates as par MT

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.

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

No. book of Specification)

8 Providing, laying and rolling of 20mm thick compacted mix 351.00 One 4400.46

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

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

9 Providing and filling in foundation with ordinary cement 24.00 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

10 Providing and Fixing in position FE 500D TMT bar 0.990 One 73243.01

reinforcement including cutting, bending and tying complete as MT

per detailed drawaing (A)RCC kerb (B) RCC Footpath (C) RCC

Approch Slab (D) Wearing coat.

11 Dismantling the existing structure including removing and 1777.20 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

12 Providing and cast in situ Controlled Cement Concrete M-200 57.00 One 5300.56

for average 75/150mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

13 Cement Concrete Pavement M-25 (Construction of un- 3319.00 One 5962.63

reinforced, dowel jointed, plain cement concrete pavement over Cum

a prepared sub base with 53 grade cement @ 380 kg per cum,

coarse and fine aggregate conforming to IS 383, maximum size

of coarse aggregate not exceeding 25 mm, mixed in a batching

and mixing plant as per approved mix design, transported to

site, laid with a fixed form or slip form paver, spread,

compacted and finished in a continuous operation including

provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to lines

and grades as per drawing.)

14 Dry Lean Cement Concrete Sub base (Construction of dry lean 1385.00 One 2518.63

cement concrete Sub- base over a prepared sub-grade with Cum

coarse and fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after blending to be as

per table 600-1, cement content not to be less than 220 kg/ cum,

optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at

days, mixed in a batching plant, transported to site, laid with a

paver with electronic sensor, compacting with 8-10 tonnes

vibratory roller, finishing and curing.)

15 Providing and fixing pre-cast Rubber Dye/Steel Dye inter 5730.00 One 706.92

locking concrete block 60 mm thick with grade of concrete M300 Sqm

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 Guidline of IRC:SP 63-2018 etc complete

16 25 mm mild steel dowel bars of grade S 240 24.30 One 44955.10

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

No. book of Specification)

17 12 mm deformed steel tie bars of grade S 415 2.20 One 47096.30

18 Providing and fixing Hectometer as per IRC type design incl. 17.00 One 356.49

painting, lettering etc. fixing in C.C. 1:5:10. No

19 Providing and fixing Guard stone as per I.R.C. type design 480.00 One 213.79

including white washing etc. complete. fixing C.C. 1:5:10 No

20 Providing and fixing ordinary Kilometer stone of pre-cast 5.00 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.

21 Providing and fixing Indicator stone of approve stone as per 198.00 One 102.84

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

complete fixing in earth

22 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.

23 Citizen's Information Board:- Providing and fixing of typical 1.00 One 7399.26

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.

24 Road marking with hot applied thermoplastic paints with 1646.00 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)

25 Cat Eye / Road Stud / RPM : Supplying of Molded Twin 2420.00 One 326.23

Shanks Raised Pavement Markers made of polycarbonate and No

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, 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 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-in-

26 Sign board per Square Meter :- Providing and fixing sign 16.00 One 7894.01

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

(Aluminum composite Panel): size 1 meter x 1meter 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.O.S.T.Specifications; 4 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

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

No. book of Specification)

27 Village name Sign :- Providing and fixing sign boards made 32.00 One 6397.43

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

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

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 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

28 Hazard Marker Sign :- Providing and fixing sign boards made 2.00 One 3518.68

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum No

composite Panel); size 90 x 30 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 refiective sheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 1.8 mtr long stand

post of Iron Angle 75 x 75 x 6 mm / 65 NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

35 x 35 x 3 mm; 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

29 Providing, laying and fixing Plastic Speed Breaker Black & 945.00 One 222.20

Yellow Road Hump having size 350 x 250 x 50 mm heavy duty No

anti skid traffic speed as per direction engineer incharge.

Four Crore Seventeen Lakh Fifty Two Thousand One Hundred Twenty One Rupees And Forty One 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………………….………………

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

No. book of Specification)

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 231036 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