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

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

Package No:-02 (Total-02 Road) District: Narmada

BILL OF QUANTITIES

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure

[1] 1.50 Clearing and Grubbing road land including uprooting rank 28455.09 Hec

vegetation, grass brushes, shrubs, spalling and trees girth up in

300 mm removal of stumps of trees cut earlier &disposal of

unservicable material and stacking of serviceable material,

Clause-2 C1.1 (area of light Density) By mechanical means in

area of light jungle.

[2] 7500.00 Scarifying gravelled macadam or bitumen macadam surface 6 42.59 Sqm

cm to 10 cm.depth including stacking useful materials on road

side and disposing off remaining stuff.

[3] 787.60 Providing and laying compacted WBM of Grading-II MCBT 1287.48 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 884.34 Cum

shoulder / Raise Up inclu. carraige of material and spreading

on prepared base including compacting as per MOST

Specification etc... complete.

[5] 945.90 Earthwork in cutting including preparing the slope and camber 137.33 Cum

andstacking or utilising the cutting stuff in bank as directed

upto 200 Meters from the end of cutting with all lead and lift.

[6] 756.80 Rolling of earthwork in layers with power roller including 23.18 Cum

filling in depressions which occur during the process.

[7] 3490.00 Earthwork for embankment including breaking clods, dressing 182.14 Cum

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] 907.00 Providing and laying bituminius spray grout base course in 3035.04 MT

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] 580.00 Providing laying & rolling 25m m thick open graded premixed 4057.10 MT

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 33.60 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.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure

[10] 299.00 Providing and laying sealcoat with B.T. agreegate as specified 4530.44 MT

using agreegate at the rate of 0.18 Cu.mt / 10 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 hard 853.31 Nos

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 earth

[13] 30.00 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 angles as 5236.70 Nos

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 angle 3072.99 No

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 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.

[17] 622.00 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 20 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.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure

[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 Grade(VR)...

[19] 5.00 Cautionary Warning Sign :-Providing and fixing sing boards 3808.66 Nos

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 Grade(VR)

[20] 5.00 Regulatory/Mandatory signs :Providing and fixing sing boards 3439.81 Nos

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 Grade(VR)...

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure

[21] 5.00 STOP SIGN:-Providing and fixing sing boards made out of 2mm 4676.06 Nos

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 "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.

[23] 2.00 Citizen' s information Board- Providing and fixing of typical 23519.87 Nos

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 5 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

1701 and Annexure 1700.1 (10.16)

[24] 200.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and 3299.67 Nos

erecting a "W" 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, 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 811)

[25] 225.00 Demolition including stacking of serviceable materilas and 1108.12 Cum

disposal of unserviceable materials with all lead and lift. (i)

[26] 95.00 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)

[27] 150.00 Providing and laying contolled cement concret M-200 by trimix 5404.86 Cum

method and curing complete including compacting with surface

mechanical vibrator, mechanical floater, chanelling formwork,

grooving including expantion joint and construction joint

including filling asphalt filler joint as per instruction of

Engineer in charge

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure

[28] 3380.00 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

[29] 55.00 Excavation for foundation upto 1.5 m depth including sorting 259.93 Cum

out and stacking of useful materials and disposing off the

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

[30] 38.00 Providing and casting in situ ordinary cement concrete M- 3787.50 Cum

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-Groves.(A) Height from 0.0 M. to

M.(More Than 10 Ton)

[31] 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.

[32] 51.00 White washing with lime on wall surface (two coats) to give an 12.70 Sqmt

even shade including thoroughly booming the surface to

remove all dirt, dust; mortar drops and other foreign matter.

[33] 1.00 Proivding temporay all weather and Fair weather diversion 2020.00 Lump

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.

One Crore Twenty Two Lacs Ninety One Thousand Fifty Four Rupees and Three Paisa

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.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure

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