Widening and Strengthening of Bhalod-Tothidhara-Ore-Patar Road Km. 0/00 to 5/050 (V.R.) Ta. Jhagadiya Dist. Bharuch

Name of Work :- Widening and Strengthening of Bhalod-Tothidhara-Ore-Patar

Road Km. 0/00 to 5/050 (V.R.) Ta. Jhagadiya Dist. Bharuch

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation 1.01 Hect. 28393.04

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (B)

by mechanical means in area of light jungle.

2 Scarifying gravelled macadam or bitumen macadam surface 6cm to 10 17062.50 Sq.m. 74.54

cm depth including stacking useful materials on road side spreading the

same in required grade and camber with adding fresh key aggregate

6mm to 10cm nominal size at the rate of 0.18 cum/10 sq.m. of scarified

area including compacting with vibratory roller and disposing of the

remaining stuff as directed.

3 Earthwork for embankment including breaking clods, dressing with all 24231.50 Cum 169.44

lead 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 all lead and lift.

4 Earthwork in cutting in all sorts of soil and soft murrum including 6817.50 Cum 127.74

conveying and spreading the stuff, embankment as and where directed

within 200 meters from the end of cutting with all required lead and lift.

5 Box cutting the road surface to proper slope and camber for making a 9683.00 Cum 104.20

base for road work including removing the excavated stuff and

depositing on the road side as directed within all lead and lift.

6 Construction of 125mm thick compacted granular sub base (Grade-V, 3026.00 Cum 1117.26

Crushed B.T. materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to

mm @ 50%, below 2.36 mm @ 15%) by providing close graded

material, mixing in a 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 clause as per

7 Construction of 125mm thick compacted granular sub base (Grade-I, 2888.00 Cum 1291.79

Crushed B.T. materials of 53 mm to 26.5 mm @ 35%, 9.5 mm to

mm @ 45%, below 4.75 mm @ 20%) by providing close graded

material, mixing in a 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 clause as per

8 Providing, laying, spreading and compacting graded stone aggregate to 2744.00 Cum 1205.26

150 mm thick wet mix macadam specification including premixing the

material with water at OMC in mechanical mix plant, carriage of mixed

material by tippers to site, laying in uniform layers with paver in sub

base / base course on well prepared surface and compacting with

vibratory roller to achieve the desired density.

9 Providing and applying primer coat with SS-1 grade emulsion on 18288.00 Sq.m. 62.62

prepared surface of granular base including clearing of road surface

and spraying primer at rate of 0.75 kg. per sq.mt. using mechanical

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

10 Providing and laying 50 mm thick Bituminous Macadam with B.T. 5833.00 M.T. 2766.39

aggregate as per MORTH specification and bituminous emulsion RS-1

for tack coat @ 2.50 Kg / 10 Sq.m. on B.T. surface with mechanical

sprayer & bitumen grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.40% of

total weight of mix including heating & mixing the aggregate & asphalt

in continuous batching drum mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including providing all

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

charges etc. complete using contractor's own machinery drum mix plant

& paver finisher etc. complete.

11 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 2121.00 M.T. 3437.84

with B.T. aggregate as per MORTH gradation and bulk asphalt grade

VG-30 for mixing @ 50.00 KG. / M.T. i.e. 5.0% by weight of total mix

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 materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using contractor's

own machineries drum mix plant and paver finisher etc. completed as

directed by Engineer in charge.

12 Providing and laying asphalt painting on B.T. surface with bitumen VG- 35350.00 Sq.m. 29.99

30 at rate of 5.00 Kg./10 sqm of bitumen including spreading stone dust

on painting surface at the rate of 0.03 cum / 10 sqm with rolling with

13 Providing and laying 150 mm thick of specified quarry spaull in side 1515.00 Cum 877.96

shoulder including carriage of material and spreading in line and level

and consolidation etc. complete.

14 Road Marking with hot thermoplastic paints with reflectorising glass 1422.00 Sq.m. 367.72

beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250 gms per sqm area, thickness of 2.5 mm 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/Centre line/ edge line/ Cut patta. The white color marking

should provide luminance coefficient on cement road shall be min

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 section-15 of IRC-2015.

15 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised 964.00 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead 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 D4280 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

mm and with minimum reflective area 13 sqcm on each side and the

slope to the base shall be 35+/-5 degree. The Shrength of detachment

of the integrated cylindrical shanks, (of diameter not less than 19 +/-

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 manufacturer's recommendation and The color of the

marker should be as per the IRC 35-2015 and as directed by Engineer-

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

16 Direction sign (Junction board) :- Providing and fixing sign boards made 4.00 No. 14831.71

out of 2mm aluminium sheet size 244 x 122cms. rectangle 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, 75 x 75 x 6mm 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)

17 Village name / Bump ahead sign :- Providing and fixing sign boards 8.00 No. 5045.36

made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as per

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

acid etching coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectonsed with retro reflective sheeting as per

latest M.O.R.T.H. specifications. Letters and numerals should be as per

IRC-30-1968-310m long (2 Nos.) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5 mm painted with best quality

epoxy coating 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 C.C. 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

18 Regulatory / Mandatory signs : Providing and fixing sign boards made 8.00 No. 3439.81

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 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, 75 x 75 x

6mm 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

19 Cautionary Warning Sign :- Providing and fixing sign boards made out 5.00 No. 3808.66

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 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, 75 x 75 x

6mm 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 60 cms. for each leg including excavation, curing

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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

20 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 12.00 No. 2423.74

aluminium sheet size 90 x 30 cms. rectangle as per the design /

drawing attached (IRC) pretreated with phospheting & 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, 3.1m 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 C.C.

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

21 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 9.00 No. 3711.75

aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x

cm 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 Micro Prismatic grade retro

refletive sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

specifications, 3.3 mtr. long stand post of 75 x 75 x6mm / 65 NB

Circular MS Pipe as required 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 deails symbol or inscription / numerals for

each board shall be 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

sheeing 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.

22 Excavation for foundation upto 1.5 M depth including sorting out and 232.50 Cum. 241.79

stacking of useful materials and disposing of the excavated stuff with all

lead and lift for all sorts of soil.

23 Providing and casting in situ ordinary cement concrete M-150 mix and 55.00 Cum. 3475.16

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves. (A) 0 to 5 mt.

24 Providing and casting in situ ordinary cement concrete M-200 mix and 189.00 Cum. 4048.14

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves. (A) 0 to 5 mt.

25 Providing and laying in position I.S.I. mark Fe-500D TMT bar 5.000 M.T. 73217.53

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawings for the following. (A) Piers (B) Abutments (C)

26 Supplying, fixing and joining ISI reinforced concrete heavy duty non- 50.00 Rmt. 5530.94

pressure pipes for culverts carrying heavy 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 diameter. (V)

27 Providing and fixing Guard stone as per I.R.C. type design including 70.00 No. 349.11

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

28 Providing 10mm thick cement plaster in single coat on brick / concrete 515.00 Sq.m. 111.84

wall for plastering upto floor two level and finished even and smooth in

cement mortar 1:6 (1 cement : 6 sand).

29 White washing with lime on wall surfaces (two coats) to give an even 242.25 Sq.m. 12.09

shade including thoroughly brooming the surface to remove all dirt,

dust, mortar drops and other foreign matter.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

30 Providing and filling sand around pipe as per direction of Engineer in 27.00 Cum. 445.41

31 Rolling and consolidation using vibratory roller 8-10 tonne Capacity. (A) 27.00 Cum. 33.09

Earthwork (Not exceeding 200 mm layer)

32 Providing temporary all weather fair diversion suitable for the traffic 5.00 No. 101000.00

during the construction period of the bridge including providing

necessary drains and all safety measures including red lamps / signals

at night for traffic etc. maintaining diversion for traffic till opening traffic

on main slab drain etc. complete as per directed by Engineer in charge.

i.e. Rs. Four Crore Seventy Nine lacs Seventy Two Thousand Four Hundred Fourty Three and Twenty 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 required all mix design at his own cost before execution as directed and

to be approved from the Engineer in charge.

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

City (R & B) Sub Division, Bharuch (R & B) Division, Bharuch (R & B) Division,

Bharuch Bharuch Bharuch