Resurfacing and Strengthening of Dabka Approach Road Taluka-Dediapada Dist-Narmada (Km 3.00 Length)

Name of Work: Resurfacing and Strengthening of Dabka Approch Road Taluka:Dediapada

Dist: Narmadaof Dediapada (Km 3.00 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

[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] 2795.70 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] 293.60 Providing and laying compacted WBM of Grading-II MCBT 1601.66 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 1095.85 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] 7757.90 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] 965.00 Providing and laying bituminius spray grout base course in 3122.98 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.

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

[9] 617.00 Providing laying & rolling 25m m thick open graded 4129.22 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 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.

[10] 317.00 Providing and laying sealcoat with B.T. agreegate as 4585.22 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] 4.00 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] 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] 2.00 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

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

[16] 649.00 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.

[17] 465.00 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.

The height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

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] 2.00 Village name/ Bump Ahed sign :-Providing and fixing sing 6397.43 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)...

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

[19] 5.00 Cautionary Warning Sign :-Providing and fixing sing 3906.19 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 Grade(VR)

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] 5.00 Regulatory/Mandatory signs :Providing and fixing sing 3540.12 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 Grade(VR)...

[21] 4.00 STOP SIGN:-Providing and fixing sing boards made out of 6704.36 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] 1.00 "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

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

fitting and painting lettering with luminous color as per

[23] 1.00 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

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)

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] 709.22 Excavation for foundation in sand,gravel,clay soft soils and 523.28 Cum

murrum etc. including shoring and strutting and

dewatering as necessary and disposing of the excavated

stuff as directed . (A) Depth up to 3.0 mt

[25] 119.00 Excavation for foundation in hard murrum and boulders 625.88 Cum

and very stiff or sticky, clays and other similar strata

including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

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

[26] 121.00 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] 754.32 Providing and casting in situ ordinary cement concrete 4158.17 Cum

M-200 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)

[28] 13.91 Providing and laying in position FE 500D TMT bar 73858.69 MT

reinforcement including cutting, bending, hooking and

tying complete as per detailed for the following. (A)

Abutment cap & Dirt wall. (B) Pier Cap.

[29] 19.00 Providing and casting in situ Controlled cement concrete 5177.26 Cum

M-250 for R.C.C. works in pier cap abutment cap and dirt

wall including controlled cement concrete M-300 Bed

block or pedestal or required size below bearings as per

detailed drawings, centering, scaffolding, curing &,

vibrating & finishing etc. competed.(More Than 10 Ton)

[30] 72.00 Providing and casting in situ Controlled Cement 5243.92 Cum

concrete M-250 for R.C.C. solid slab including centering,

scaffolding curing and finishing complete. (More Than

[31] 10.00 Providing and casting in situ Controlled cement concrete 5171.20 Cum

M-250 for average 75 mm thick wearing coat laid as

directed including tamping ,vibrating, finishing, curing

and filling in joints with bitumen complete.(More Than

[32] 16.00 Reinforced Cement Concrete M 25 grade approach slab 5243.92 Cum

including reinforcement and formwork complete as per

drawing and technical specifications Clauses 800 and

[33] 12.00 Providing and fixing in position mild steel dowel bars in 341.29 No

pier cap or abutments caps for anchorage in fixed end as

per detailed drawings including cutting, bending and

welding complete.

[34] 12.00 Providing and fixing in position mild steel dowel bars in 399.70 No

pier caps for anchorage in free end as per detailed

drawings including cutting, bending and welding complete.

[35] 216.00 Providing and filling sand in between the top and bottom 478.82 Cum

plugs with good sand in layers including compacting as

[36] 157.00 Providing and laying weep hole in Aburtments, and 88.76 No

returns by using A.C. pipe of 100mm including laying in

proper grede and jointing the completed as per detailed

[37] 63.00 Providing and laying filter Media 600mm thick directed at 1268.86 Sqmt

the back of abutments, returns and wing walls as per

detailed specifications.(More Than 10 Ton)

[38] 16.00 Providing P.V.C. 100mm diameter water spouts 159.37 No

including necessary iron gratings as per drawings.(More

[39] 13.00 Providing Pre-moulded asphalt filler joints as per 703.53 Sqmt

drawings.(A) 12mm

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

[40] 2.00 Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 279.69 No

plate of marble stone set in C.M. 1:4 including finishing and

engraving letters etc. complete.

[41] 2.00 Providing and fixing Number plate of Marble plate stone of 306.14 No

required size set in C.M. 1:4 including finishing and

engeaving letters etc. completes.

[42] 1.00 Providing temporary all weather and fair weather 50500.00 Lump

diversion suitable for the traffic during construction

period of the bridge including providing necessary drauns

and all safety measures including red lamps/signals at

night for traffic etc.

[43] 30.60 Wall painting (two coats) with plastic emulsion paint of 84.82 Sqmt

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

One Crore Sixty Two Lacs Seventy Three Thousand Nine Hundred Sixty one Rupees and Forty Four 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.

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