Resurfacing of Kothara Approach Road Ch. 0/0 to 0/450 (VR) Dist.Narmada

Name of Work : Resurfacing of Kothara Approach Road Ch. 0/0 to 0/450 (VR)

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to

Quantity Unit Rate Amount

No. book of specifications)

1 Clearing and grubbing the road side shoulders (both side in

2.0 mtr. width) including uprooting rank, vegetation grass

bushes, shrubs, sapling and tree girth upto 300mm , by

using Tractor mounted Fodder Reaper (Mover) of 6' Long

cutting blade. Removal of stumps of trees cut earlier, disposal 0.10 Hect. 13321.90

of unserviceable material, guide the traffic with required

warning sigs by using of labour with safety jacket and

equipments etc. complete as directed by Engineer in charge

2 Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

3 Construction of 100 mm thick compacted GRANULAR SUB

BASE ( Grade-I , Crushed B T materials of 53 mm to 9.5 mm

) by providing close graded matrial , mixing in a machanical

mix plant at OMC, carriage of a mix material to work site, 94.00 Cum 1327.14

spreading uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve

desire density , complete clause as per

4 Construction of 100mm thick compacted granular sub base

(Grade-IV, Crushed B.T. materials of 26.5mm to 9.5mm @

64%, 9.5mm to 4.75mm @ 11%, below 4.75mm @ 25%) by

providing close graded material, mixing in a machanical mix

plant at OMC, carraige of a mix material to work site,

spreading uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve

desied density, complete caluse as per

5 Providing and laying 250mm thick wet mix macadam

(W.M.M.) (Two layers each of 125 mm) using machine crushed

black trap aggregate of 40 to 50 mm size in the material as per

MOST specification including premixing the material with

water at OMC in mechanically mix plant, carriage of mix

material by contractor's own tipper to site of work including

laying in uniform layers with paver in sub base/ base course on

well prep[ared surface and compacting with vibratory roller to

achieve the desired density.

6 Providing and applying evenly priming / tack coat with

bitumen @ rate of 7.5 Kg/ 10 Sq.M. (including heating the 938.00 Sq.m. 62.62

bitumen but excluding the cost of bitumen)

7 Providing and laying 50 mm thick Bituminous Macadam with

B.T. aggregate as per M.O.R.T. & H. specification and using

emulsion RS-1 as per IS 8887: for tack coat @ 2.50 KG. /

Sq.m. with mechanical sprayer and Bulk asphalt VG-30 for

mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix

including heating and mixing the aggregate and asphalt in

continuous of drum mix plant and hot laid process spreading 274.00 M.T. 2808.81

the same by paver finisher and consolidation with roller as per

M.O.R.T. & H specification to achieve desired density,

including providing all materials equipments, tools and plants,

fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant and paver finisher

8 Providing and laying 40 mm thick Bituminous Concrete with

B.T. aggregate as per MORTH specification and using

emulsion RS-1 as per IS 8887: for tack coat @ 2.5 KG. /

10 sq.m with mechanical sprayer and bulk asphalt grade VG-

40 for mixing @ 54.00 KG / M.T. i.e. 5.4% by weight of total

mix and mix and lime filler @3% by weight of aggregate and

waste plastic additive @ 7% by weight of bitumen using

including heating and mixing the aggregate and asphalt by

continuous of drum mix plant and hot laid process laying

with paver finisher and consolidation with roller as per

MORTH specification to achieve desire density, including

cost all material equipments, tools and plants, oil, kerosene,

firewood, lanour charge etc. complete using contractor's own

machineries drum mix plant and paver finisher etc. complete.

9 Providing and laying compacted 100mm thick of specified

quarry spaull in side shoulder including carriage of material

and spreading on prepared base including compacting as per 120.00 Cum 343.40

MORTH specification etc. complete as directed. Using

excavated material after proper gradation.

10 Cautionary Warning Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 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 5.00 No. 3808.66

75 x 6mm as required; painted with bestquality epoxy coatings

in black andwhite bends. The details of symbol foreach board

shall be as per theinstruction 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) Engineer Grade(VR)

11 Informatory Signs :-Providing and fixing sing boards made out

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per

the design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxyprimer

and two coats of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; 3.00 No. 3856.90

painted with best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard shall details

of symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

12 Regulatory/Mandatory signs :Providing and fixing sing boards

made out of 2mm aluminium sheet; size 60cms. diameter

circle as per the design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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 2.00 No. 3439.81

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 etc.

complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

13 Direction sign (Junction board):-Providing and fixing sing

boards made out of 2mm aluminium sheet; 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 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 3.00 No. 14831.71

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)...

14 Village name/ Bump Ahed sign :-Providing and fixing sing

boards made out of 2mm aluminium 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

15 Hazard Marker Sign :-Providing and fixing sing boards made

out of 2mm aluminium sheet; size 90 x 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 2.00 No. 2423.74

fabricated from suitable size iron angle of 35 x 35 x 3mm &

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)...

16 Chevron sign :-Providing and fixing sign boards made out of

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm rectangular plate 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; 3.6 mtr long

stand post of tron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle 35x35x3mm; 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 60 Cms. for each leg including excavation,

Intensity Grade 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

17 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface 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

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.

18 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic 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 68.00 No. 326.23

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+/-

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-

19 Providing and fixing Hectometer as per I.R.C. type design

including painting, lettering etc. complete.(ii) Fixing in C.C. 3.00 No. 356.50

20 Providing and fixing guard stone as per I.R.C. type design

including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

21 Providing and erecting a "W" metal beam crash barrier

comprising of 3mm thick corrugated sheet metal beam rail,

84cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5mm spaced 1.50mt centre-to-centre,

1.8mt high, 0.96mt below ground/road level, fixing at site shall

be in C.C. M-30 block of size 50 x 50 x 100 cms. All steel parts

and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical post with a spacer of channel section 150 x 75 x 35.00 Rmt 7259.88

5mm, 330mm long complete as per MoRTH clause 810. Rates

including providing and fixing 3M ACM type reflector, 100mm

wide, Type-4, class-B, High intensity grade sheeting between

two "W" metal beam throught and reflective unitat the top of

vertical post as per IRC:67-2012 etc. complete as per detailed

drawing and directed by Engineer-in-charge. (Metal Beam

Crash Barrier for Approach)

22 Excavation for foundation upto1.5m depth including sorting

out and stacking of useful materials and disposing of the

excavated stuff upto 50 Meter lead (B) Dense or Hard soil. 61.00 Cumt 259.93

23 providing and filling in foundation with ordinary cement

concrete 1:3:6 (1-Cement, 3- sand,6-Aggregate) and providing

necessary vertical pinheaders including form work ,vibrating , 23.70 Cumt 3211.27

ramming and curing complete . (Up To than 10 ton)

24 Providing & casting in situ ordinary cement concrete 1:2:4 (1-

Cement, 2- sand,4-Aggregate) and providing necessary pin

headers including shuttering, scaffolding, laying vibrating, 83.00 Cumt 3787.33

curing and finishing complete without V-Groves (A) Height

from 0.0m to 5.0m

25 Providing and laying compacted Cum W.B.M. 75mm thick

(Grade -II) of Machine crushed BT metal of size of 40-63 mm

with 16% stone screening 13.20 mm size binding materials at 23.40 Cumt 1100.96

0.08Cum/10Sqm including spreading, watering and

consolidation by vibratory roller etc. complete.

26 Providing and casting in situ controlledcement concrete M -

300 for wearing coat and CC road4 laid asdirected including

tamping, vibrating,curing and finishing , curing and fillingjoints 62.00 Cumt 5276.77

with bitumen complete. ( Up to10 Ton).

27 Providing and laying in position FE 500D TMT bar

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers 1.00 MT 73858.69

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

28 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts including setting and

joining the pipes in C.M.1:2 watering and laying (To level of 10.00 Rmt. 4710.56

slopes of I.S.458/1971 ClassNP4 of following internal diameter.

(iv) 900 mm dia.

29 Filling available excavated earth (excluding rock) in trenches,

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

depth consolidating each deposited layers by ramming and 37.00 Cum 137.47

In Words: Thirty Seven Lakh Forty Two Thousand Eight Hundred Forty Rupees And Fifty Three Paise.

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 out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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.

5 The amount of dismentalled credit materials at Rs. 0 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades his own cost before execution as directed

and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Rajpipla (R&B) sub Division Rajpipla (R&B) Division

Rajpipla Rajpipla