Work of Constructing, Widening, Strengthening and Resurfacing of Various important roads as and when required or in emergency under R&B Panchayat Sub Division Kalawad Ta: Kalawad Dist.: Jamnagar (Annual basis) (2nd Try)

Name of Work: Work of Constructing, Widening, Strengthening and Resurfacing of Various

important roads as and when required or in emergency under Jamnagar District (Panchayat)

BILL OF QUANTITIES

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 Clearing and grubbing road land including 1.36 Ha. 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

2 Earthwork for embankment including breaking 9600.00 Cum. 161.67

clods, dressing with all lead and lift (including

watering and consolidation) (B) From Borrow

area with in all lead.

3 Earthwork in cuting in all sorts of soil and soft 3600.00 Cum. 137.67

murrum including conveying and

spreading the stuff, embankment as and

where directed within 200meters from the end

of the cutting with all required lead and lift.

4 Rolling and watering of earthwork in 13200.00 Cum. 23.17

layers with power roller including filling

indepressions which occur during the

5 Providing and laying 100 mm Compacted of 1800.00 Cum. 335.32

Specified quarry Spall in side shoulder

including carraige of material and spreading

on prepared base including compacting as

per MOST Specification etc... complete.

6 Providing, laying and Spreading 150 mm 3600.00 Cum 852.44

Granular sub- base (Grade-I) by providing

close graded 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

KN static weight to achieve desire

density etc completed.

7 Providing and laying 100 mm compacted 1620.00 Cum. 1338.25

WBM of using B.T.M.C. metal of size

90mm to 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)

1 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

8 Providing and laying 75 mm compacted 1215.00 Cum. 1105.95

WBM of using B.T.M.C. metal of size 45mm to

63mm in layers 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.

9 Supplying and fixing reinforced concrete 75.00 Rmt. 3516.82

heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per

IS 458-1991 specifications including setting

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

level or slopes) of class NP3 of 900mm dia

internal daimeters.

10 Supplying and fixing reinforced concrete 75.00 Rmt. 2015.96

heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per

IS 458-1991 specifications including setting

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

level or slopes) of class NP3 of 600mm

internal daimeters.

11 Providing and laying Tack coat with Bitumen 15000.00 Sqm. 29.29

Emulsion (RS-1) at the rate of 4.00 Kg /

Sq.M. on the prepare bituminous surface etc

complete as directed with all labour and

12 Providing and laying Tack coat with Bitumen 15000.00 Sqm. 21.21

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

Sq.M. on the prepare bituminous surface etc

complete as directed with all labour and

13 Providing and laying and rolling 37.50mm thick 1125.00 MT 2231.09

bituminous groutin with B.T. aggregate as per

Required Gradation and using bitumen Grade

VG-30 for Mixing at the rate of 1.99% i.e.

kg/M.T. of total mix on existing B.T. surface

including heating and mixing in Drum mix plant

,trasporting spreading same by paver finisher

and consolidation by viberated roller including

necessary firewood, oil,kerosene, lubricants all

equipments, tools, labour charges etc.

complete using contractor's own machinary in

accordance with the requirement of

2 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

14 Providing laying and rolling 25 mm thick open 788.00 MT 3038.08

graded premixed bitumineous carpet with B.T.

aggregate as specified and using bitumen

(Grade VG-30) for mixing with agreegate at the

rate of 3.36%i.e 33.60 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

15 Providing and laying seal coat with B.T 414.00 MT 3511.77

aggregate as specified using aggregate at the

rate of 0.18 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 specification.

16 Providing and filling in foundation with 234.00 Cum. 3362.24

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

17 Providing and casting in situ Ordinary trimix 450.00 Cum. 5468.14

cement concrete M-250 for average 200m thick

road work laid as directed including adding

super platisizer admixture of IS make and

providing and laying M.S. side rail of road

thickness with necessary nut bolts plates fixing

as per width applying plate vibrator (electric or

diesel) on channel compressor with vacuum

dewatering system by using all necessary

equipments and materials and machinery such

as running screed vibrator on prelaid M.S.

channel for leveling ,Vacume pump, floating

and power towelling etc with filling the joints

with bitumen as directed etc complete.

18 Providing TMT Bar FE 500D reinforcement 12375.00 Kg. 77.28

for R.C.C. work including bending, binding

and placing in position complete upto floor

3 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

19 Providing and fixing pre-cast Rubber 1080.00 Sqm. 707.54

Dye/steel Dye interlocking concrete block

60mm thick with grade of concrete M300

pnumatic compressed / vibrated

mechanically and as per approved design

Confirming to IS 15658 : 2006 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.

20 Scarifying gravelled macadam or bitumen 15000.00 Sqm. 42.59

macadam surface 6 cm to 10 cm depth

including stacking useful materials on road

side and disposing off remaining stuff.

Complete. As per instruction in Charge

21 Providing and laying 37.50 mm thick B.M. With 1238.00 MT. 3175.44

BT Aggregate & RS-1 for Tack coat at

kg/10 sqm using crushed stone aggregate

cum/ MT as per MORTH&H Specification & VG-

30 grade bitumen for mixing at 35.00 Kg/1 MT

i.e. 3.5% of by weight of total mix incl. heating

and mixing by drum mix plant and spreading

the same with paver finisher consolidation with

vibratory roller including cost of fuel, hire

charges, all necessary equipments, tools and

plant, fire wood, oil, kerosene labour changes

etc complete.( Using contractor's own

22 Providing and laying 20 mm thick Mix seal 690.00 MT. 3854.16

surface using stone chips at 66% by weight,

gradation (type-A) as per MORTH specification

and using bitumin VG 30 grade for mixing rate

51.00 kg/MT on BT surface using stone chips as

per MORTH specification including heating the

ashphalt and aggregates by hot mix plant and

spreading the same with paver finisher

including consolidation wit vibratory roller and

providing, operating plant machinaries,

equipments, tools, plants, oil, fire wood,

kerosene and all labour charges etc. complete.

23 Providing and laying asphalt painting on B.T. 15000.00 Sqm. 36.36

surface with bitumen VG-30 at rate 5.00 Kg/10

Sqm and spreading stone dust for painting

surface at rate of 0.03 cum / 10 sqm. etc

24 Box cutting the road surface to proper 960.00 Cum. 111.84

slope and camber for making a base for

road work including removing the excavated

stuff and depositing on the road side slope

as directed upto all lead.

4 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

25 Providing, laying, spreading and compacting 225.00 Cum. 1034.24

graded stone aggregate to wet mix macadam

as per MORTH specification including

premixing the material with water at OMC in

mechanical mixer Plant, carriage of mixed

material by tipper to site, laying in uniform

layers with Paver finisher in sub-base/base

course on a well prepared sub-base and

compacting with vibratory roller to achieve

the desired density etc comp.

26 Providing and Spraying of Priming Coat using 22000.00 Sqm. 73.73

slow setting asphalt emulsion (SS-1) on Water

Bound macadam / Wet mix Macadam at the rate

of 7.50 kg Per 10 sqm. Complete including

cleaning the surface with all cost of labour &

27 Providing and fixing Hectometer as per 16.00 No. 356.49

I.R.C. Type design including painting,

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

28 Providing and fixing guard stone as per 1000.00 No. 350.80

I.R.C. type design including white washing etc.

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

29 Providing and fixing 5th Kilometer stone of 5.00 No. 1935.14

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

30 Providing and fixing ordinary Kilometer 5.00 No. 704.33

stone 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

31 Providing and fixing ordinary Kilometer 5.00 No. 1293.38

stone 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.)

5 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

32 Cautionary Warning Sign :-Providing and 75.00 No. 3808.65

fixing 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 35 x 35 x 3mm, 75 x

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

x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the

supervision of engineer in charge.(A)

Engineer Grade(VR)

33 Cautionary Warning Sign :-Providing and 75.00 No. 3906.19

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 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 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

6 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

34 Village name/ Bump Ahed sign :-Providing 10.00 No. 5045.36

and 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 Grade(VR)...

35 Village name Sign :-Providing and fixing sign 10.00 No. 6397.43

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 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

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

7 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

36 Providing and fixing Junction board of M.S. 15.00 No. 5236.69

plates 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. complete.

37 Road marking with hot applied thermoplastic 800.00 Sqm. 367.72

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 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.

38 Cat Eye / Road Stud / RPM: Supplying 1333.00 No. 217.40

Raised 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.

The height,width and length shall not exceed

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.

8 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

39 Direction (Junction) Sign :-Providing and fixing 10.00 No. 21287.50

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 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 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.

40 Hazard Marker Sign :-Providing and fixing sing 20.00 No. 2423.73

boards 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

9 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

41 Hazard Marker Sign :-Providing and fixing sign 20.00 No. 3518.68

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 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 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

42 Chevron Board on Curve Providing and 40.00 No. 3711.75

fixing 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

10 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

43 Providing and fixing of typical MMGSY 10.00 No. 8769.60

informatory sign board with logo as per MORD

specifications and drawing . Three MS Plates of

1.6 mm thick , top and middle plate duly welded

with MS flat iron 25 x 5mm size on back on

edges. The lower plate will be welded with MS

angle iron frame of 25mm x 25mm. The Angle

iron frame of the lower most plate and flat iron

frame of middle plate will be welded 2 nos.

75mm x 75mm of 12 SWG sheet tubes posts

duly embedded in cement concrete M-15 grade

block of 450mm x 450mm x 600mm, 600mm

below ground level. The top most dimond plate

will be welded to middle plate by 47mm x 47mm

of 12 SWG steel plate tube. All M.S. will be

stove enameled on both sides. Lettering and

printing arrows, border etc. will be painted with

ready mixed synthetic enamel paint of superior

quality in reqired shade and colour. All sections

of framed posts and steel tubes will be painted

with primer and two coats of epoxy pains as per

drawing Clause 1701 and Annexure

(PMGSY SOR item No. 10.16)

44 Type-B "W" metal beam crash barrier :: 500.00 Rmt. 3468.34

Providing and 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

m centre to centre, 1.8 m height with 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

mm, 330 mm long complete as per clause

45 Providing and fixing 'W' metal double beam 500.00 Rmt. 4691.45

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail 70 cm above

road/ground level fixed on ISMC channel

vertical post 150mm x 75m x 5mm size erected

at 1.5 mtr center to center,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 confirm to IS:1367 and IS

metal beam rail to be fixed on the vertical post

with a spacer of chsnnel section 150x75x5

mm,330mm long complete as per clause

11 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

46 Providing and fixing of flood gauge in C.C. 1:2:4 20.00 No. 1978.59

with M.S. Channels C Type of size 125 X 65 mm

with web thick ness 5mm thick 1.50 mt. long

including the cutting the channels bending one

edge for hold fast including painting with oil

paint of approved brand manufature three with

one coat of primer and marking Numbering

lettering etc comp by using radium strips at

causeway deep on road side As per

Direction(Including cost of C- Channels &

47 Providing & Laying Pre Cast Concrete 24.00 Rmt. 95950.00

Box Drain 2500mm x 2500mm. As per

Drawing, 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 Installation.

48 Providing and laying Rubble with loading 45.00 Cum. 487.67

and unloading at site including packing &

Filling as directed engineer in charge

49 Providing and laying rubble for appron 45.00 Cum. 1092.51

(each stone weighting not less than 40Kg.)

including and packing and filing in the

interestices with quarry-spalls.

50 Hire charge for compressor 50.00 Hr. 205.42

51 Hire charge for crane 50.00 Hr. 706.14

52 Hire charges for Vibratory roller 8 - 10 tonnes 50.00 Hr. 850.79

@ 100 cum per hour

53 Hire charges for Motor grader for grading @ 50.00 Hr. 1322.41

100 cum per hour

54 Hire charges for Truck (Considering 1 Truck 5.00 Day 4279.66

for 20 days @ Rs.5000 Per Day)

55 Hire charges for Tractor Trolley (Considering 1 5.00 Day 1677.63

Tractor Trolley for 20 Days (8 Hours per Day

Rs.245 per Hour)

56 Hire charges fort Labour charges - Mazdoor 300.00 Each 510.05

57 Hire charges fort Labour charges - Mazdoor 300.00 Each 484.80

58 Hire Charge For Hydraulic Excavator 1 cum 5.00 Day 718.97

bucket capacity @ 60 cum per hour

59 Hire Charge For Dozer 80 HP for spreading 5.00 Day 2054.23

@ 200 cum per hour

12 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

60 Providing and fixing 1.20 Metre high fencing 200.00 Rmt. 391.93

with 2.0 Metre long M.S. Angle posts 40mm x

mm x6 mm and oil painting 3 coats fixed at

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.

61 Providing and fixing Indicator Stone of 200.00 No. 102.84

approved stone as per I.R.C. type design

including white washing etc. complete. Fixing

Amount of my tender work out as under

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 mantioned above. Amount of my/our tender

works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R & B) Division

Kalawad Jamnagar.

13 of 14 DTP of emergency Road Kalawad 04-26

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1) The work shall be carried out as per Public Works Department Hand Book, I.S. Specification and

other specification of the Division or as Directed.

2) All the columns in Schedule should be filled in INK and the total of the entries in the last column

should be strike out by the Contractor under his Signature.

3) Rates should include clearance of site (Prior to commencement of work and its close) in all

respect and good for work under all conditions of site moisture weather etc.

4) The Contractor shall exhibit the details of works, Tenders amount and specification as per Govt.

Circular No. TD 32772 N. Dt. 26-4-78 and as per G.R. No. TNC-9-24-C, Dt. 18-11-91, as directed by

Engineer-in-Charge of the works, on board at site of the work.

5) Contractor shall even "NIL" percentage, if no deduction is offered.

6) Testing of materials shall be as per statement attached with the specification. The material shall

be tested in GERI Bill for the testing shall be paid by the Executive Engineer and 1% of amount put

to tender after deducting the cost of materials to be supplied by Department as per SCHEDULE 'A'

at the sanctioned estimate rates from the Contractor in Running Bills. (As per G.R.No. (R&B) TNC-

1085/4/C Dt. 20-12-91 and modified ide (R&B) Deptt. Circular No. SSR/10000092-IB-12910-C Dt. 16-

7) For R.C.C. Item where there is change of grade mix or charge as per actual mix design the

difference of cement consumption shall be deducted from rate of original item at the rate of star

rate mentioned in the tender.

8) 1% L.C. shall be deducted from the bill as per agreement.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R & B) Division

Kalawad Jamnagar.

14 of 14 DTP of emergency Road Kalawad 04-26