Work of Constructing Strengthening and Resurfacing of Various important roads as when required or in Emergency under Rajkot District (Panchayat) (Annual Rate)

Name of work :- Work of Constructing Strengthening and Resurfacing of Various important roads as when

required or in Emergency under Rajkot District (Panchayat) (Annual Rate)

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

1 Clearing and grubbing of road land incl.uprooting 24.10 One 28455.10

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earthwork for embankment including breaking 92114.00 One 165.43

clods, dressing with all lead and lift (excluding Cum

watering and consolidation) (C) From Borrow area

3 Box cutting the road surface to proper slope and 29835.00 One 114.45

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto all lead.

4 Earthwork in cutting in all sorts of soil and soft 48780.00 One 140.88

Murrum including conveying and spreading the suff Cum

embankment as and where directed within 200 meters

from the end of the cutting with all required lead and

5 Providing and laying 100 mm Compacted of Specified 15888.00 One 946.37

quarry Spall in side shoulder including carraige of Cum

material and spreading on prepared base including

compacting as per MOST Specification etc...

6 Scarifying & Removing bitumen Macadam surface 240750.00 One 43.59

including completely removing out the entire existing Sqm

bituminous Surface, stacking useful materials on road

side and disposing off remaining stuff. Complete.

As per instruction in Charge Engineer.

7 Laying and spreading available soil in the sub-grade 4320.00 One 349.46

on a prepared surface, pulverising, mixing the spread Cum

soil in place with rotavator with 3 per cent

slaked lime having minimum content of 70 per

cent of CaO, grading with motor grader and

compacting with the road roller at OMC to the

desired density to form a a layer of improved sub

8 Providing, laying and Spreading 150 mm Granular 13613.00 One 1405.92

sub- base (Grade-I) by providing close graded Cum

B.T.M.C. material in single layer with motor graderon

prepared surface, mixing by mix in place method with

rotovator at OMC and compacted withvibratory roller

80 to 110 KN static weight to achieve desire

density etc completed.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

9 Providing and laying 100 mm compacted WBM 3615.00 One 1977.58

of using B.T.M.C. metal of size 90mm to Cum

45mm in layersincluding 27% stone screening

13.2mm size and 8% stone dustas filler, including

spreading, watering and cosolidation by vibratory

roller as per MoRTH specifications etc. complete

as directed by Engineer- in-charge. (Grade-I)

10 Providing and laying 75 mm compacted WBM of 25803.00 One 1815.98

using B.T.M.C. metal of size 45mm to 63mm in layers Cum

including 16% Grit and 8% stone dust as

filler, including spreading, watering and

cosolidation by vibratory roller as per MoRTH

specifications etc. complete as directed by Engineer-

in-charge. (Grade-II)

11 Rolling and Watering of earthwork in layers with 114191.00 One 23.42

vibratory roller including filling in depression which Cum

occur during the process as directed.

12 Providing and laying evenly Priming coat with 279844.00 One 64.64

emulsion Bitumen RS1 (IS) at rate of 4.0 Kg / 10 Sqm

Sq.M. etc complete as directed with all labour and

13 Providing and laying Tack coat with Bitumen 279844.00 One 18.59

Emulsion (RS-1) at the rate of 2.50 Kg / 10 Sqm

Sq.M. on the prepare bituminous surface etc

complete as directed with all labour and materials

14 Providing, laying and rolling of built-up spray 30000.00 One 329.26

grout layer over prepared base consisting of a two Sqm

layer composite construction of crushed coarse

aggregates using motor grader for aggregates. Key

stone chips spreader may be used with application of

bituminous binder after each layer, and with key

aggregates placed on top of the second layer to serve

as a base, conforming to the line, grades and

cross-section specified, the compacted layer

thickness being 75 mm as per Technical

Specification Clause

15 Providing & laying Bituminous grout 37.50 mm thick 21471.00 One 2347.24

with asphalt of grade of VG-30 at the rate of 1.99% MT

by weight of mix for mixing 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 roller of 8 to

tonnes including cost of all materials, Asphalt,

aggregates, labour Charges, royalty charges

etc.completed as directed. including flushing key

aggregate @0.13 Cum/10 Sq.m.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

16 Providing & Laying 50 mm Compacted thick 14813.00 One 2947.18

Bituminous Macadam with B.T. Aggregate as per MT

MORT & H specification & Emulsion RS1 for tack

coat @ 2.5 Kg / 10 Sq.m. on B.T surface With

Mechanical Sprayer & Bitumen Grade VG-30 for

mixing @ 35 Kg. / M.T. i.e. 3.5% of total weight of

mix including heating & mixing the aggregate &

asphalt in continuous batching mix plant and

spreading the same by paver finisher &

consolidation with vibratory roller including providing

all materials equipments, tools & plants, fire wood,

oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver

finisher etc. complete.

17 Providing & Laying 20 mm thick mix seal surface 6195.00 One 3576.41

using B.T. stone chips as per MORT&H gradation MT

Type - A and Specification with bitumen grade

VG-30 for mixing at the rate of 51.00 kg/M.T. of

total weight of mix (i.e. 5.10 % of total wt. of

mix) and mixing aggregate and asphalt by drum

mix plant and spreading the same by paver finisher

including rolling and consolidation with static roller

and providing tools and plant fire wood, oil,

kerosene, labour charges using contractor own

machineries etc.

18 Providing laying and rolling 25 mm thick open graded 7960.00 One 2762.35

premixed bitumineous carpet with B.T. aggregate as MT

specified and using bitumen (Grade VG-30) for

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

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

drum mix plant and spreading the same with paver

finisher and consolidation with power roller

including necessary firewood, oil, lubricants, labour

charges etc. using contractor's own drum mix plant

and equipment, tool etc. completed in accordance

with the requirement of specification.

19 Providing and laying seal coat with B.T aggregate 4042.00 One 3294.62

as specified using aggregate at the rate of 0.18 MT

cum/10 Sqmt and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.5 % i.e

45.00 Kg/M.T of total mix including heating and

mixing in drum mix plant and spreading the same

by paver finisher and consolidation with Power

roller including necessary fire wood oil, lubricans

,labour charges using conractor's own drum

mixplant, machineries and equipment ,tools (

including flushing & screened stone dust etc

.complete in accordance with the requirement of

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

20 Providing and laying Rubble with loading and 5850.00 One 727.19

unloading at site including packing & Filling Cum

as directed engineer in charge

21 Providing and laying rubble for appron (each 5850.00 One 1101.23

stone weighting not less than 40Kg.) including and Cum

packing and filing in the interestices with quarry-

22 Providing and filling in foundation with 2340.00 One 3359.93

ordinary Cement concrete M-100 mix and providing Cum

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

23 Providing & Casting in situ ordinary cement concrete 4500.00 One 6249.88

M-250 mix with Trimix C.C Road laid as directed Cum

including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer

24 Providing and Fixing in position FE-500D TMT bar 78.75 One 73243.02

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/ App.

Slab / Wearing coat.

25 Providing and fixing pre-cast Rubber Dye/steel 18000.00 One 705.13

Dye interlocking concrete block 60mm thick with Sqm

grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 :

including 35mm Sand layer for levelling and filling

the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

26 Supplying and fixing reinforced concrete heavy duty 675.00 One 675.32

non presure pipes with collars for culverts carrying Rmt.

heavy traffic as per IS 458-1991 specification

including setting and joinng the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. Class

NP-3 of following internal diameter with all lead and

lift. (i) 300mm Dia.

27 Supplying and fixing reinforced concrete heavy duty 375.00 One 2032.22

non presure pipes with collars for culverts carrying Rmt.

heavy traffic as per IS 458-1991 specification

including setting and joinng the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. Class

NP-3 of following internal diameter with all lead and

lift. (i) 600mm Dia.

28 Providing and fixing Hectometer as per I.R.C. 300.00 One No 356.50

Type design including painting, lettering etc.

complete.(ii) Fixing in C.C. 1:5:10

29 Providing and fixing guard stone as per I.R.C. 1500.00 One No 350.81

type design including white washing etc.

complete.(ii) Fixing in C.C. 1:5:10

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

30 Providing and fixing ordinary Kilometer stone 150.00 One No 704.34

of precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting,lettering etc.

complete (For O.D. road V.R.)

31 Providing and fixing ordinary Kilometer stone 150.00 One No 1293.39

of precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C. 1:4:8

including letter and paints etc. complete (For N.H.,

S.H. and M.D.R.)

32 Providing and fixing 5th Kilometer stone of precast 7.00 One No 1935.15

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

per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For N.H., S.H. and

33 Providing and fixing Junction board of M.S. plates 60.00 One No 5236.70

and 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.

34 Providing & Fixing " FLOOD GUAGE 50.00 One No 1147.36

POST" on Causeway / dip having (Channel size

x 50 mm) i.e.C.C. 1:2:4 in headwall, i.e. Painting

& lettering with ordinary paint colour as per

instruction of engineer in charge.

35 Village name/ Bump Ahed sign :-Providing and 60.00 One No 5045.37

fixing sing 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

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

36 Village name Sign :-Providing and fixing sign boards 60.00 One No 6397.44

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

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 Marker

37 Hazard from original manufacturer

Sign :-Providing and &fixing

a sing 200.00 One No 2423.74

boards made out of 2mm aluminium sheet; size

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

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

38 Hazard Marker Sign :-Providing and fixing sign 200.00 One No 3518.69

boards made out of 2.0 mm aluminium sheet /

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

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

39 Chevron manufacturer

Board on Curve & a Providing

sign boards made out of 3 mm aluminium sheet,

size 60x45cms. rectangle 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 sheeting as per

latest M.O.S.T. Specifications ; 2.1m long stand

post of 50 mm dia. M.S.Pipe and frame may

fabricated either from iron angle of 35 x 35 x 3mm

as required, painted with best quality epoxy coating

in black and white bends. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45x 60cms. for each

leg, including excavation curing etc. complete

under the supervision of engineer in

charge.(A)Engineer Grade

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

40 Cautionary Warning Sign :-Providing and fixing 1050.00 One No 3808.66

sing 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

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 blockof

size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer

41 Cautionary Warning Sign :-Providing and fixing 750.00 One No 3906.19

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 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 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

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

42 Citizen's information Board Providing and fixing 30.00 One No 24269.29

of typical MMGSY information board as

per instruction.Two MS plates of 1.6 mm thick,of

mm x 750 mm size fixed at top and bottom duly

welded with MS angles of 25 x25 x 5 mm thick M.S.

plate shall be welded by welded bt 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 conctrete M-15 grade block of

600 mm x 600 mm x 75 mm,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 coars of epoxy paints

as per drawings clause 1701 and Annexure

43 Supply & fixing logo board of MMGSY diamond 50.00 One No 17690.15

size (600mm x 600mm) 16 Gauge & board

plate size (900mm x 250mm) 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 etc.

44 Road marking with hot applied thermoplastic 13522.00 One 367.73

paints with reflectorising glass beads on bitumin Sqm

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 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.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

45 Cat Eye / Road Stud / RPM: Supplying Raised 15000.00 One No 217.41

Pavement Markersmade of polycarbonate and ABS

moulded body and reflective panelswith Micro

prismatic lens (No Glass bead lens) capable of

providingtotal internal reflection of the light entering

the lens face and shallsupport a load of 13635 kgs.

tested in accordance to ASTM D 4280Type H and

complying to Specifications of Category A of

MORTHCircular No RW/NH/33023 /10-97 Ð DO

III Dt11.06. 1997. The height,width and length shall

not exceed 20 mm, 130 mm and 130 mm

andwith minimum reflective area of 13 Sqcm on

each side and the slopeto the base shall be 35 +/-

degree. The body of the marker shouldhaving finger

grip for easy and accurate placement and

applicationwith epoxy / bituminous Adhesive as

recommended by themanufacturer of the marker.

The color of the marker should be asper the IRC 35-

2015 and as directed by Engineer-in-charge.

46 Providing Crash Barrier including ISMB 15x75x5 2000.00 One 4419.76

mm Size 2.0 meter C/C in Length and W Shape Rmt.

GI 3 mm plate in Single Row including providing

Foundation block of Size 0.45 x 0.45 x 0.06 in

1:2:4 for CC Work etc… as per detailed drawing

providing and fixing with nuts and bolts welding as

required and one coat of redoxide and two coat of

approved oil Paint & sticking reflective sticker Red/

Yellow radium etc. complete.

47 Providing & Laying Pre Cast Concrete Box 30.00 One 121200.00

Drain 2500mm x 2500mm. As per Drawing, Rmt.

laying in gradient/ Slop, laing on Road Site

completed As per Site. The product shall be made

by using advanced precast technology using

high performance selfcompacting concrete of C40

/ M50 grade and Fe 500 D grade TMT steel

reinforcement bar. The product shall have a load

carrying capacity of 5 Tonnes Wheel load for

heavy vehicle movement at road crossing

including loading, Unloading, Transportation and

48 Hire charge for compressor 300.00 One 205.43

49 Hire charge for crane 300.00 One 706.15

50 Hire charges for Vibratory roller 8 - 10 tonnes @ 100 300.00 One 850.80

cum per hour Hr.

51 Hire charges for Motor grader for grading @ 100 cum 300.00 One 1322.42

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

52 Hire charges for Truck (Considering 1 Truck for 5.00 One 4279.67

20 days @ Rs.5000 Per Day) Day.

53 Hire charges for Tractor Trolley (Considering 1 10.00 One 1677.64

Tractor Trolley for 20 Days (8 Hours per Day Rs.245 Day.

54 Hire charges fort Labour charges - Mazdoor (Male) 1500.00 Each. 510.05

55 Hire charges fort Labour charges - Mazdoor (Female) 1500.00 Each. 484.80

56 Hire Charge For Hydraulic Excavator 1 cum 30.00 One 718.98

bucket capacity @ 60 cum per hour Day.

57 Hire Charge For Dozer 80 HP for spreading @ 40.00 One 2054.24

200 cum per hour Day.

58 Providing and fixing 1.20 Metre high fencing with 2.0 400.00 One 391.94

Metre long M.S. Angle posts 40mm x 40 mm x6 mm Rmt.

and oil painting 3 coats fixed at 2.5 Mt,C/c. with five

Horizontan lines and two diagonals of galvanised

steel barbed wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,staples including

fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C 1:5:10 etc complete.

Rupees Forty One Crore Fifty Eight Lakh(s) Seventy Five Thousand One Hundred Thirty Four

And Paise Sixty Four Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \

Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat (RP) Sub Division Panchayat R&B Division