BUDGETTED

Name of Work :- Resurfacing & Stregnthning Of Mangalpur To Nandarava

Road (MDR) Ch. 0/0 - 6/4 Ta., Sahera, Dist, Panchmahal

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

1 Earthwork for embankment including breaking clods, dressing with all lead 2970.00 CUM 169.44

and lift and including watering 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.(E) From Borrow area

within 3.0KM. lead

2 Providing and laying 75mm thick compacted B.M. with B.T. aggregate as 5750.00 MT 2754.27

per MORT&H specification and Emulsion grade RS1 for tack coat at

2.5Kg./10Sq.mt.with mechanical sprayer and bitumen grade 60/70 (VG-30)

for mixing at the rate 34.0Kg/M.T. i.e.3.4% of total mix including heating the

aggregate and asphalt by drum mix plant and spreading the same by censor

paver finisher and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete.

3 Providing and Laying 25 mm thick Semi Dense Bituminous Carpet with 2010.00 MT 3388.55

B.T.aggregate as per M.O.R.T. &H. gradation and specification with on

B.T.Surface of grade (VG-30 for mixing @50.00Kg/M.T. i.e.5.0% by weigh

to f total mix including heating & mixing the aggregate and asphalt by

continuous batching of drum mix plant and spreading the same by paver

finisher and consolidation with power roller, including providing all materials

equipments, tools and plants, oil, kerosene, firewood, labour charges etc.

complete using contractor's own machineries drum mix plant and paver

4 Providing and laying Compacted Quarry Spall in side shoulder including 1920.00 CUM 725.18

carraige of material and spreading on prepared base including compacting

as per MOST Specification etc... Complete

5 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 6.00 No 1290.56

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

letter and paints etc. complete (For N.H., S.H. and M.D.R.)

6 Providing and fixing hectometer as per I.R.C type design including painting, 27.00 No 356.49

lettering etc. complete. (I) Fixing in CC

7 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including 1.00 No 1935.14

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For N.H., S.H. and M.D.R.)

8 Providing and fixing guard stone as per I.R.C type design including white 70.00 No 349.10

washing etc. complete. (I) Fixing in CC

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

9 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 16.00 No 3518.68

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30

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 refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr 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 of 35 x 35 x 3mm; painted with bestquality 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 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

10 Village name Sign :-Providing and fixing sign boards made out of 2mm 3.00 No 6397.43

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 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 refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3mtr 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 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

11 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out 8.00 No 3540.12

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

cms. Dia Circle 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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality 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

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

years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report

12 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 80.00 No 3711.75

aluminium sheet / 3mm ACP (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 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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

13 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2.00 NO 21287.50

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 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 refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) 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 of 50x50x5mm; painted with

bestquality 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 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

14 Road marking with Hot applied Thermoplast compound with reflectorising 1725.00 Sqm 367.72

glass beads on bituminous surface ad laying of hot applied thermostatic

compound 2.5mm thick including reflectorised glassbends @ 250mm

grams/sq.m. area of thickness of 2.5 mm is exclusive of surface applied

glass beads as per IRC 35.The finished surface to be level uniform and free

form streaks & holes.

15 Cautionary Warning Sign :-Providing and fixing sign boards made out of 42.00 No 3906.18

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x

90 x 90 cms. equilateral triangle 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;3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality

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 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

16 Facility Informatory Sign :-Providing and fixing sign boards made out of 6.00 No 3990.64

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x

60 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 refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality 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 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 th

17 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 700.00 Rmt 3235.03

metal beam crash barrier comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground/road level, 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

x 5 mm, 330 mm long complete as per clause 810)

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

18 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beutile 1601.00 No 375.72

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size : 12 cm x 6 cm x 2.5 cm)provided with bituminous

adhesive 100 g. with each unit for fixing. (High Intensity grade)

19 Excavation for foundation up to1.50 mt Depth including sorting out and 784.00 Cum 129.14

stacking of use full materials and disposing of the excavated stuff up to

mt. lead. (A) Loose of soft soil.

20 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. 115.00 Cum 3586.17

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

21 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. 826.00 Cum 4387.29

Raft and cutt-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

22 Supplying and fixing reinforced concrete heavy duty non pressure pipes 30.00 Rmt 6595.89

with collars for culverts including setting jointing the pipes in c.m. 1:2

watering and laying to level or slopes of I.S class NP-4 of 1200mm dia.

Internal dia. (More than 10 Ton)

23 Providing TMT bar FE 500D Reinforcement for RCC Work including 3630.00 KG 76.21

bending, binding and placing in position up to floor two level. (More than

24 White washing with lime on wall surface (two coats) to give an even shade 57.00 Sqm 12.08

including thoroughly brooming the surface to removed alldirt, dust mortar

drops and other foregin matter.

25 Providing temporary all weather fair diversion suitable for the traffic during 1.00 Sqm 75750.00

construction period of the bridge including providing necessary drauns and

all safety measures including red lamps/signals at night for traffic etc.

Maintaining diversion for traffic till opening traffice on main slab drain

etc complete as per directed by engineer in charge.

26 Filling available excavated earth in tranches plinth side in trenches plinth 600.00 CUM 130.39

sides of foundation etc. in layers not exceeding 20 cm in depth consolidating

each disposited layer by ramming and watering.

27 Providing and Laying wheep hole in abutment and returns by using A.C pipe 450.00 Nos 45.81

of 100mm including laying in proper grade joining the complete as per detail

28 Box cutting the road surface to proper slope and camber for making a base 638.00 Cum 104.20

of road work including removing the excavated stuff and depositing on the

road side slopeas directed up to 50 mts. Lead.

29 Construction of compacted coarsed granular sub base 200 mm thick (Grade- 232.00 Cum 1306.52

Icrushed B.T materials of 53mm to 9.5mm @50%, 9.5mm to 2.36mm

@20%, Below 2.36mm @30%) by providing close graded material ,mixing

ina mechanical mix plant at OMC, carriage of a mix material to work site,

spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density , complete

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

30 Construction of dry lean cement concrete Sub- base over a prepared sub- 165.00 Cum 3657.21

grade with 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 7 days, mixed in a batching plant, transported to site,

laid with a fixed form paver or conventional method, compacting with 8-10

tonnes vibratory roller, finishing and curing etc. cpmplete.

31 Construction of un-reinforced, dowel jointed, plain cement concrete 275.00 Cum 7035.66

pavement over a prepared sub base with concrete grade M 30, 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

32 Supplying fixing & joining reinforced concrete heavy duty non pressure pipe 33.00 Rmt 649.92

carrying indian railway standard with collars for culverts carring heavy traffic

as per Indian railway standard specification including setting and joining the

pipe in cement mortar 1:2 watering or laying (to level and slope )of I.S.class

NP-3 300mm dia internal

Rs. Three Crore Sixty Four lakhs Thirty Five Thousand Seven Hundred Six and Four Paisa Only.

I/We am/are willing to carry out the work @ ______________ % 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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 Contractor will have to submit the mix design for different grades of cement concrete at his own cost before

execution as directed and to be approved from the Engineer in charge.

6. Credit for 70% of Diversion and other dismantalled materials of amount of Rs. 0.0 must be recovered from 1st R.A.

bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Executive Engineer

R & B Division,