Resurfacing and Strengthening of Various Roads of Dediapada under Package No-04 (Total-02 Road 3.00 Km Length) District-Narmada

Name of Work: Resurfacing and Strengthening of Various Roads of Dediapada under

Package No:-04 (Total-02 Road 3.00 KM Length) District: Narmada

BILL OF QUANTITIES

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

[2] 11250.00 Scarifying gravelled macadam or bitumen macadam 42.59 Sqm

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

[3] 748.20 Providing and laying compacted WBM of Grading-II MCBT 1581.70 Cum

metal of size 45 to 63mm in required layers including

using 16% stone screening, 13.2mm size and 8% stone

dust as filler including spreading watering & consolidation

by vibratory roller etc. comp.

[4] 600.00 Providing and laying Compacted of Hard Murrum in side 1077.34 Cum

shoulder / Raise Up inclu. carraige of material and

spreading on prepared base including compacting as per

MOST Specification etc... complete.

[5] 1063.80 Earthwork in cutting including preparing the slope and 137.33 Cum

camber andstacking or utilising the cutting stuff in bank as

directed upto 200 Meters from the end of cutting with all

[6] 851.10 Rolling of earthwork in layers with power roller including 23.18 Cum

filling in depressions which occur during the process.

[7] 4468.90 Earthwork for embankment including breaking clods, 182.14 Cum

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

[8] 971.00 Providing and laying bituminius spray grout base course 3129.89 MT

in 37.50 mm thick with bitumen of grade ( VG- 30 ) at the

rate of 1.99 % by weight of mix for mixing & Emuldion

2.50 Kg/10 Sqm for tack coat and using B.T chips of

required gradation including cleaning and heating asphalt

premix materials by hot mix process in proper gradation

and laying with paver finisher and consolidation by power

roller of 8 to 10 tonne including cost of all materials .

Asphalt aggregates, labour charges royalty charges etc

complete as directed.

[9] 621.00 Providing laying & rolling 25m m thick open graded 4151.24 MT

premixed bitumineous carpet with B.T. aggregate as

specified and using bitumen grade (VG-30) for tack coat

at the rate of 2.50 kg./10 Sq.M. and using bitumen for

mixing with agreegate at the rate of 3.36 % i.e

kg/M.T. of total mix including heating &mixing in drum

mix plant &spreading the same with paver finisher and

consolidation with power roller inclu.necessary fire wood,

oil, lubricants, labour charges etcusing contractor's own

drum mix plant and equipment, tool etc. compl. in

accordance with the require-ment of specification.

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

[10] 320.00 Providing and laying sealcoat with B.T. agreegate as 4623.78 MT

specified using agreegate at the rate of 0.18 Cu.mt /

Sq.M. and bitumen grade (VG 30) for mixing with

agreegate at the rate of 4.50 % i.e 45 Kg/M.T. of total

weight of mix .Hot mix laying process is including heating

the asphalt aggregate continous batching, transporting the

mix and spreading the same by paver roller including

necessary firewood, oil, lubricants, labour charges higher

charges of machinery etc.complete. Mix zycotherm in hot

asphalt binder in bitumen storage tank as per guideline of

the manufacturer.

[11] 5.00 Providing and fixing ordinary kilometer stone of approved 853.31 Nos

hard stone as per I.R.C type desing in C.C.1 4 8 including

painting lettering etc, complete (For VR.)

[12] 15.00 Providing and fixing hectometer as per I.R.C type design 116.08 Nos

including painting, lettering etc. complete. (I) Fixing in

[13] 70.00 Providing and fixing guard stone as per I.R.C type design 106.71 Nos

including white washing etc. complete. (I) Fixing in earth

[14] 4.00 Providing and fixing Junction board of M.S. plates and 5236.70 Nos

angles as per standard I.R.C. design including fixing in C.C.

1:4:8 with necessary excavation painting figuring and

lettering on board etc. complete as per detailed drawing

[15] 15.00 Supplying and fixing road sign board of M.S. plates and 3072.99 No

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc.

complete as per I.R.C. type design.(ii) Reflective type

[16] 751.00 Road marking with hot applied thermoplastic paints with 367.72 Sqm

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

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.

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

[17] 673.00 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 217.40 Nos

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 D 4280 Type H

and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06.

1997. The height, width and length shall not exceed

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 body of the marker should

having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The

color of the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge.

[18] 4.00 Village name/ Bump Ahed sign :-Providing and fixing sing 5045.36 Nos

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

[19] 6.00 Cautionary Warning Sign :-Providing and fixing sing 3808.66 Nos

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 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

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

[20] 6.00 Regulatory/Mandatory signs :Providing and fixing sing 3439.81 Nos

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 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

[21] 5.00 STOP SIGN:-Providing and fixing sing boards made out of 4676.06 Nos

2mm aluminium sheet; size 90 x 90cms. rectangle as per

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

process & acid teching; 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

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 tec. complete under the supervision of engineer in

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

[22] 2.00 Hazard Marker Sign :-Providing and fixing sing boards 2423.74 Nos

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 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

CC block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer

[23] 2.00 "LOGO" Board : Supplying & Fixing logo board of MMGSY 4200.59 Nos

Diamond size (600 mm x 600 mm) 16 gauge & board plate

size (900 mm x 250 mm) 16 gauge thick M.S Plate and

2.40 Mt Deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous

color as per drawing.

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

[24] 2.00 Citizen' s information Board- Providing and fixing of 23519.87 Nos

typical MMGSY information board as per instruction. Two

MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed

at top & bottom duly welded with MS angles of 25 x 25 x

mm thick M.S plate shall be welded by two vertical M.S

flats & four horizontal M.S flates 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x

75mm, below ground level. Painting New letters & figure

of any shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All sections

of framed posts and steel tube will be painted with primer

and two coats of epoxy paints as per drawing Clause

and Annexure 1700.1 (10.16)

[25] 165.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and 3299.67 Nos

erecting a "W" metal beam crash barrier comprising of

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, 1.1 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 75 x 5 mm, 330 mm long complete as per clause

[26] 110.00 Excavation for foundation upto 1.5 m depth including 259.93 Cum

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Dense or

[27] 40.00 Providing and filling in foundation with ordinary Cement 3211.27 Cum

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and

curing complete.(More than 10 ton)

[28] 76.00 Providing and casting in situ ordinary cement concrete 3787.50 Cum

M-150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) Height from

M. to 5.0 M.(More Than 10 Ton)

[29] 15.00 Supplying and fixing reinforced concrete heavy duty non- 4710.56 Rmt

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 NP4 of following

internal diameter. (iv) 900 mm dia.

[30] 15.00 Supplying and fixing reinforced concrete heavy duty non- 3469.26 Rmt

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 NP4 of following

internal diameter. (iv) 900 mm dia.

[31] 760.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work 77.29 Kg

including bending, binding and placing in position

complete upto floor two level

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

[32] 102.00 White washing with lime on wall surface (two coats) to 12.70 Sqmt

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

[33] 2.00 Proivding temporay all weather and Fair weather 2020.00 Lump

diversion suitable for traffer is during the construction

period of the Bridge including providing necessary drains

and all safety measures including red / signals at night for

traffic etc. complete.

One Crore Twenty Two Lacs Ffity Four Thousand Five Five Hundred Twenty Eight Rupees and Nineteen Paisa

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to Estimated

more or In Figure Quantities

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 put to tender Estimated Amount put to tender

In Words In Words

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

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. Credit of materials of Diversion & CD Work amount of Rs. …........................ must be recovered from Contractor's ............ R.A Bill.

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. R & B (P) Sub Division R & B (P) Division

Dediapada Narmada