Reconstruction of High Level Major Bridge at Ch. 7/00 to 7/20 near Umarkui Village on Sagbara - Borda - Sherulla. Ta. Dediapada. Dist. Narmada (Bridge Diversion)

Name of Work :- Reconstruction of High Level Major Bridge at Ch. 7/00 to 7/20 near Umarkui

Village on Sagbara - Borda - Sherulla. Ta. Dediapada. Dist. Narmada (Bridge Diversion)

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

1 Clearing and grubbing road land including uprooting rank vegetation

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

stumps of trees cut earlier and disposal of unserviceable materials(A) By 0.44 HA 86262.09

manual means in area of light jungle

2 Earthwork for embankment including breaking clods, dressing with all

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 3.0KM. lead

3 Providing and filling rubbles including hand packing and filling interstices

with quarry spalls behind abutments and between returns as directed.

4 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 slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of following internal diameter.

(vii) 1200 mm dia

5 Construction of 100 mm thick compacted GRANULAR SUB BASE ( Grade-

I , Crushed B T materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm to

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

, mixing in a machanical 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

6 Providing and laying 250 mm 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 MORT & H specification

including premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site, laying in uniform 440.00 cum 1724.55

layers with paver in sub base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density.

7 Providing and laying 50 mm thick Bituminous Macadam with B.T.

aggregate as per MORTH specification and using bitumen emulsion RS-1

as per IS 8887: for tack coat @ 2.50 KG. / 10 Sq.m. on B T Surface 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 the same by paver finisher and consolidation with

roller as per MORTH specification to achieve desire 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 etc. complete.

8 Providing and laying 25 mm thick Semi Dense Bituminous Concrete with

B.T. aggregate as per MORTH gradation asphalt grade VG-30 for mixing

@ 50.00 KG. / M.T. 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 92.40 MT 4851.03

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. complete.

9 Providing & Laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of

slow curing emulsion as per MOST specifications including cost of 1540.00 sqmt 86.86

materials labours labour equipment etc. complete......

10 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 149.00 sqmt 367.72

provide liminance coefficinet on cemend road shalll 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 the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

11 Regulatory / Mandatory Sign :-Providing and fixing sign boards made

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

size 60 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 8.00 Nos 3439.81

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

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

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.

12 Cautionary Warning Sign :-Providing and fixing sign boards made out of

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

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 8.00 Nos 3808.66

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 be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

13 Hazard Marker Sign :-Providing and fixing sign boards made out of

mm 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 2.00 Nos 3518.69

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

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

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

14 Diversion Ahead Sign :-Providing and fixing sign boards made out of

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

180x60 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; 3.1 mtr long stand

post(2 nos) of Iron Angle 50 x 50 x 5mm / 50NB 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. 4.00 Nos 6798.92

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 be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

15 Chevron sign :-Providing and fixing sign boards made out of 1.5mm

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 4.00 Nos. 4681.35

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.

(A) Class-B Type-4 Retro Reflective sheeting

16 Road Direction Sign (Big) :-Providing and fixing sign boards made out of

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

180x60 cms. 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 of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of 2.00 Nos 9585.25

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

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

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 Men at work (Heavy) sign :-Providing and fixing sign boards made out of

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

120cm x 90cm 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; 3.6 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

18 "THRIE": Metal Beam Crash Barrier with base plate Providing and

erecting a "Thrie" W-metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 85 cm above road/ground level, fixed

on ISMC series channel vertical post, 150x75x5 mm spaced 2 m centre

to centre. The vertical post fixing at site shall be on Base Plate of Size

240x320x16 mm thick with 6Nos 20mm dia 4.6 grade anchor bolt up to

minimun depth of 200 mm & ISMC Vertical Post shall be fixed with base

plate with 12mm thick stifnner plate of 100x80mm & This base shall be

casted in M25 grade Cement concrete of size 35x35x12cms. for each

post including necessary fabrication work etc. complete. All steel parts 440.00 Rmt. 3354.21

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

to IS:1367and IS:1364, metal beam rail to be fixed on the vertical Post

with as pacer of channel section 150x75x5 mm, 550mm long complete

as per Morth Specification clause 810 including butt welding to all nuts

& bolts etc. complete as per instruction of Engineer InCharge. Also

radium red colour strip of size 100x300 mm shall be fixed on vertical

front side of each post for better night visibility. The end barrier

treatmment shall be done as per IS Standard 119 :

19 Providingand laying stones Pitching on slopes laid over prepared filter

media including boulde rapro laid dry in fron tof toe o fembankment 528.00 cumt. 1051.41

complete as per drawing and Technical specifications

20 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 slope to the 78.00 Nos 326.23

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-charge.

In Words: One Crore Sixty Lakh Fifty-Four Thousand Fifty-Seven Rupees And Thirty-Two Paise Only.

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. 4950265.61 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades of Cement Concrete & Asphalt at his own cost

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

Dy. Executive Engineer Executive Engineer

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

Dediapada Rajpipla