Strengthening & Resurfacing of Panas Amadha Arnai Nalimadhani Road Ch. 0/00 to 12/400 (MDR) Ta. Nanapondha Dist. Valsad

Bill of Quantity

Memorandum showing items of work to be carried out

Item of work Quantity Unit Amount

Clearing and grubbing road land including uprooting

trunk vegetation, grass bushes, shrubs, saplings and

tree girth up to 300 mm, removal of stumps of trees cut

1 earlier and disposal of unserviceable materials (C) by 1.99 Hec. 28393.04

mechanical means in area of light jungle

Box cutting the road surface to proper slope & camber

for making a base for road work including compacting

2 at O.M.C. and removing the excavated stuff, and 17085.00 Cum 104.04

depositing on the road side slopes as directed with all

lead and lift..

Construction of granular sub-base 150 mm thick by

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of grading V

including spreading in uniform layer with motor

3 grader on prepared surface, mixing by mix in place 3769.00 Cum 854.46

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc.

Construction of granular sub-base 150 mm thick by

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of grading III

including spreading in uniform layer with motor

4 grader on prepared surface, mixing by mix in place 3216.00 Cum 789.82

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc.

Providing and laying wet mix macadam base course

250 mm thick (Two Layer) using machine crushed B.T.

chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site

of work, spreading in to grade and camber with

mechanical paver and consolidation each layer with

vibratory roller including cost of material labour plant

and equipment etc. complete.

Providing and applying priming coat with Bitumen

grade Emersion SS-1 at the rate of 7.50 kg/ 10 Sq.mt.

6 including cost of asphalt and preparing the surface 18425.00 Sqm 63.21

heating, and applying etc. complete.

Item of work Quantity Unit Amount

Earth work for embankment including breaking clods,

dressing with all lead and lift including watering,

rolling and consolidation of sub grade in layers at

O.M.C to required dry density including filling the

depression which occur during the process using

vibratory roller 8 to 10 Tonne (E) From borrow area

within 3.0 Km. lead

Earth work in cutting in all sorts of soil and soft

murrum including conveying and spreading the stuff

8 embankment as and where directed within 200 meter 12499.00 Cum 128.06

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

Rolling and watering of earth work in layers with

9 power roller including filling in depression which 14792.00 Cum 22.63

occur during the process

Picking of the bituminous surface using JCB excavator

or by any mechanical means, cleaning and removal of

loose and unsuitable material on the road surface

including cost of fuel, oil, lubricant, labour charges and

disposal of loose unsuitable material from site to the

disposal site as directed by Engineer in charge

Providing and laying 50 mm thick Dense graded

bituminous macadam with tack coat at 2.50 Kg/10

Sq.mt. of Emulsion RS-I by mechanical sprayer and

using stone chips as per MORT&H gradation and

asphalt VG-30 grade @ 4.50% (As per mix design)by

total weight of mix for binder by batch mix hot laid

process including transporting the mix and spreading

11 the same by paver finisher and consolidation by 11531.00 M.T. 3276.44

vibratory roller including providing and operating

required drum mix plant & machinery cost of fuel,

asphalt, oil, lubricant & labour charges etc. complete.

Providing and laying 30 mm thick compacted

Bituminuous Concrete stone chips as per MORT&H

gradation & VG-30 grade asphalt for mixing @ 5.50%

(As per mix design) by weight of total mix for binder

including heating the aggregate and asphalt by Batch

mix plant and spreading the same by sensor paver

12 finisher and consolidation with vibratory roller 5156.00 M.T. 3624.89

including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges etc.

Providing and laying quarry spall of approved quality

including spreading, watering consolidation with

13 vibratory roller including loading and unloading etc. 3615.00 Cum 590.85

Item of work Quantity Unit Amount

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts carrying

heavy traffice as per IS 458-1991 specification including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of Class NP3 of following internal

diameter. (iii) 900 mm dia.

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 provide liminance coefficinet on

15 cemend road shalll be min 130 mcd/m2/lux and 3836.00 Sqm 367.72

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.

Supply and Apply Rumbble Strips Road marking with

hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 8 mm thick

including reflectorising glass beads @ 250gms per sqm

area, thickness of 8mm 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.

Item of work Quantity Unit Amount

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,

mm and 130 mm and with minimum reflective area of

13 Sqem on each side and the slope to the base shall be

35 +/-5 degree. The strength of detachment of the

17 integrated cylindrical shanks, (of diameter not less than 4581.00 Nos. 326.23

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.

Direction (Junction) Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 244x122 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;

4.0mtr (2 Nos.) 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 50x50x5mm;

painted with bestquality epoxy coatings in black and

18 white bends. The details of symbol for each board shall 6.00 Nos. 21287.50

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

Item of work Quantity Unit Amount

Cautionary Warning Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 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

19 coatings in black and white bends. The details of 113.00 Nos. 3906.18

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

Hazard Marker Sign :-Providing and fixing sign boards

made out of 2.0 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

20 and white bends. The details of symbol for each board 92.00 Nos. 3518.68

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

Item of work Quantity Unit Amount

Village name Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 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;

3.3mtr 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

21 and white bends. the details of symbol or inscription / 14.00 Nos. 6397.43

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

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 80 x 60 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;

3.6mtr 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

22 and white bends. The details of symbol for each board 2.00 No. 3990.64

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.

Item of work Quantity Unit Amount

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

23 and white bends. The details of symbol for each board 14.00 No. 3540.12

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.

STOP Sign :-Providing and fixing sign boards made out

of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal 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

24 symbol for each board shall be as per the instruction of 1.00 No. 6704.36

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.

Item of work Quantity Unit Amount

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;

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

25 white bends. the details of symbol or inscription / 85.00 No. 3711.75

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

Providing and Fixing 'W' type safety barrier using iron

channel 150mmx75mmx5mm size erected at

mt.center to center and providing 'w' shaped

galvanised steel sheet guard rail 3mm thick for crash

barrier in single row as per detailed drawing with

fabrication and istallation including providing boring

26 holes of 450 mm dia and 1.50m deep for cast in situ pile 1010.00 Rmt 4114.08

foundation in CC 1:2:4 with R.C.C tie beam of size

25cm x 25cm in CC 1:2:4 Including cost of reiforcement

at 150 kg/Cum complete and oil painting two coats

with one coat red oxide etc complete

Providing and fixing 5th kilometer stone of precast

C.C. 1:2:4 including necessary reinforcement as per

27 I.R.C. type design in C.C. 1:4:8 including painting and 5.00 Nos. 1935.15

lettering etc. complete.

Providing and fixing ordinary kilometer stone of

precast C.C. 1:2:4 including necessary reinforcement as

28 per I.R.C. type design in C.C. 1:4:8 including painting 20.00 Nos. 1290.56

and lettering etc. complete.

Providing and fixing hectometer as per I.R.C. type

29 design including painting lettering etc. complete fixing 104.00 Nos. 356.50

Item of work Quantity Unit Amount

Excavation for foundation up to 1.50 mt depth

including sorting out and stacking of useful material

30 and disposing of the excavated stuff up to 50 mt. lead 2599.00 Cum 194.07

(1) Loose or soft soil

Providing and filling in foundation with ordinary

cement concrete M.150 mix and providing necessary

31 vertical pin headers including form work vibrating 248.00 Cum 3610.34

ramming and curing complete.

Providing and casting in situ controlled cement

concrete M.250 for R.C.C. work in piers/ abutment and

retaining wall as per drawing including centering,

32 shuttering scaffolding where necessary laying 1763.00 Cum 5170.39

vibrating curing and finishing complete.

Providing & fixing in position FE 500/500D TMT bar

reinforcement including cutting, bending, and tying

33 complete as per detailed drawings (A) for R.C.C. 123.41 M.T. 73217.52

Providing and laying filter media 600 mm thick as

34 directed at the back of abutments, returns and wing 1376.00 Sqm 1248.74

wall as per detailed specifications.

Providing and laying weep hole in abutment and

return by using P.V.C. pipes of 100mm diameter with

35 laying in proper grade and jointing complete etc. as per 1376.00 No 84.95

detailed specification

Dismentalling the existing structure including

36 removing and stacking the dismentalled materials as 354.00 Cum 909.90

and where directed (A) R.C.C. work

Excavation for foundation upto 1.5 mt depth including

sorting out of useful material and disposing of the

37 excavated stuff up o 50 mt lead (2) Dense or Hard soil 12080.00 Cum 248.15

Providing and filling in foundation with ordinary

cement concrete M100 mix and providing necessary

38 vertical pin headers including form work,vibrating, 1082.00 Cum 3240.34

ramming and curing complete.

Providing and casting in-situ ordinary cement concrete

M150 mix and providing necessary pin headers

39 including shuttering, scaffolding, laying, vibrating and 2164.00 Cum 3813.32

finishing without V-grooves (A) Height from 0.0 to

Providing and fixing in position ISI mark TMT (Fe-500)

bar for temperature reinforcement for mass concrete

40 pier/abutment returns including cutting bending and 24.45 MT 73217.52

tying as required complete

Providing and filling sand around the pipe including

41 hand packing ramming, watering, filling measure 196.81 Cum 489.63

boxes etc. complete as directed.

Item of work Quantity Unit Amount

Finishing Wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an required

shape even shade after throughly brushing the surface

42 to remove all dirt, and remains of loose powdered 2165.00 Sqm 114.53

materials etc. complete

Numbering the CD work with approved paint

including all materials for painting etc.

Gabian Structure for Erosion Control, River Training

Works and Protection works (Providing and

constructing gabain structures for erosion control, river

training works and protection works with wire crates

of size 2 m x 1 m x 0.3 m each divided into 1m

compartments by cross netting, made from 4 mm

galvanised steel wire @ 32 kg per 10 sqm having

minimum tensile strength of 300 Mpa conforming to

44 IS:280 and galvanizing coating conforming to IS:4826, 1010.00 Cum 2533.08

woven into mesh with double twist, mesh size not

exceeding 100 mm x 100 mm, filled with boulders with

least dimension of 200 mm, all loose ends to be

securely tied with 4 mm galvanised steel wire.)

Supplying and fixing reinforced concrete heavy duty

nonpressure 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

casted by vertically vibrated technology of following

internal diameter. (vii) 1200 mm dia.

Providing temporary all weather diversion suitable for

double lane traffic during the construction period of

box culvert including providing earthwork for

embankment/Cutting as per site requirement,

providing RCC pipes of suitable diameter in required

row to drain water, supplying, spreading and

compacting 200 mm thick GSB grade V & 200 mm thick

46 GSB grade III & 50 mm thick BT in 7.0 mt. carriageway 1000.00 Rmt 6251.90

with providing all safety measures including red

lamps/ signals at night for traffic and maintaining the

diversion in condition till completion of work

etc.complete as directed.

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

47 disposing off the excavated stuff upto 50 Meter lead.(A) 2100.00 Cum 203.83

Loose or soft soil Complete.

Item of work Quantity Unit Amount

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

48 to IS 15658 : 2006 including 35 mm Sand layer for 700.00 Sqm 686.90

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

Providing and casting in-situ controlled cement

concrete M200 mix and providing necessary pin

49 headers including shuttering, scaffolding, laying, 465.50 Cum 4183.37

vibrating and finishing without V-grooves ( A ) Height

from 0.0 to 5 Mt.

Providing and fixing in position IS mark TMT (Fe-

500D) bar for temperature reinforcement for mass

50 concrete pier/abutment returns including cutting 23.28 Cum 73217.53

bending and tying as required complete

Item of work Quantity Unit Amount

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent

should be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out

*Estimated amount *Estimated amount

Put to tender Rs…139651388.54058 Put to tender Rs.139651388.54058

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note 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.

Note 2:- The labour cess will be deducted as per prevailing rules ie. 1% of the work done.

Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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

Note 6:- To be continued on additional sheet,if found necessary.

Signature of Bidder

Divisional Accountant

Valsad ( R&B ) Division

Deputy Executive Engineer Executive Engineer

Dharampur (R&B) Sub division, Valsad ( R&B ) Division

Dharampur Valsad