Work of Widening, Strengthening and Resurfacing of various road as and when required or in emergency under Jamnagar District

Name of work :- A78

BILL OF QUANTITIES

(A) Percentage Rate Tender

Item Description of Item (With brief Specification and reference in book of Quantity Unit Rate in Amount

No. Specifications) Figures

1 Clearing and grubbing road land including uprooting rank vegetation 9.00 Hect. 86262.08

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials By

manual means in area of light jungle

2 Earthwork in cuting in all sorts of soil and soft murrum including 7560.00 Cum 160.85

conveying ,spreading the stuff,rolling & Watering in embankment as

and where directed within 200meters from the end of the cutting with

all required lead and lift.

3 Earthwork for embankment including breaking clods, dressing with all 7560.00 Cum 111.85

lead and lift (excluding watering and consolidation)(A) From Borrow

pits within land width

4 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 38500.00 Sqm 42.59

10 cm.depth including stacking useful materials on road side and

disposing off remaining stuff.

5 Construction of Compacted Granular Sub Base ( Grade -1 ,Crushed B 5775.00 Cum 1140.67

T Material of 53 mm to 26.500 @ 35 %. 26.50 mm to 4.75 mm @

% and Below 2.36 mm @ 20%) by Providing Close Graded Material .

Mixing in Mechanical Mix Plant at OMC Carrige of Material to work site

Spreading Uniform Layers with Mortar Grader On Prepared Surface

and compacting with Vibratory Power Roller to achive desire density

Complete as per Clause

6 Graded II Granular sub base (GSB) 3850.00 Cum 824.70

Providing & Laying of Compacted closed graded Granular Sub

base(GSB) in single layer of graded granular material consisting of

only black trap crushed stone aggregate as per grading-IV given table

400-1 of the specification MORT & H and compacted to the required

desity with vibratory roller with plain drum or heavy pneumatic tyred

roller of minimum 200 to 300 KN weight in all seasons as per

MORT&H, maintaining the required slope & grade during the operation

as approved by the engineer in charge & watering to the proper

moisture content and sprinkled with the help of truck mounted water

tank fitted with suitable arrangements (Fully saturated having CBR

value not less than 30)

7 Providing, Laying, spreading and compacting graded stone 7700.00 Cum 1461.25

aggregates to wet mix macadam as per MORT & H specification

including premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site, laying in uniform

layers with paver in sub base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density.

8 Providing and Spraying Prime Coat with Bitumen emulsion S S - 1 @ 38500.00 Sqm 56.56

7.50 Kg / 10 SqM including Cost of asphalt.

9 Excavating in situ soil and spreading available soil in the subgrade on 7700.00 Sqm 593.88

a prepared surface, pulverising, mixing and spread soil in place with

rotavator with 2 to 3 % Slaked lime + 15 to 20 % Flyash, Slaked lime

having minimum 70 per cent of contents of CaO and Flyash of

required properties, grading with hydraulic tractor grader and

compacting with the smoooth wheel road roller at OMC to achieve the

desired density & CBR to form a layer of improved Sub grade as per

Technical Specification clause

10 Providing and laying 50 mm thick Bituminous Macadam with B.T. 8470.00 M.T. 2925.97

aggregate as per M.O.R.T. & H. specification and using emulsion RS-1

as per IS 8887: for tack coat @ 2.50 KG. / 10 Sq.m. with mechanical

sprayer and Bulk asphalt VG-30 for mixing @ 34.00 KG. / M.T. i.e.

3.40 % of total weight of mix including heating and mixing the

aggregate and asphalt in continuous of drum mix plant and hot laid

process spreading the same by paver finisher and consolidation with

roller as per M.O.R.T. & H specification to achieve desired density,

including providing all materials equipments, tools and plants, fire

wood, oil, kerosene, labour charges etc. complete using contractor's

own machinery drum mix plant and paver finisher etc. complete..

11 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 4427.50 M.T. 3568.0674

with B.T. aggregate as per M.O.R.T. & H. with mechanical sprayer

and Bulk, asphalt Grade: VG-30 for mixing @ 50.00 KG. / M.T. i.e.

% by weight of total mix including heating and mixing the aggregate

and asphalt by continuous of drum mix plant and hot laid process

laying with paver finisher and consolidation with Vibratory roller as per

M.O.R.T. & H specification to achieve desire density, including cost all

materials equipments, tools and plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's own machineries drum mix

plant and paver finisher etc. complete.

12 Providing and laying Compacted Specified quarry Spall in side 2800.00 Cum 903.25

shoulder including carraige of material and spreading on prepared

base including compacting as per MOST Specification etc... complete.

13 Providing and laying 50.00 mm thick Dense Bituminous macadam ( 4427.50 M.T. 3438.01

D.B.M ) in Single Layers with B.T. aggregate as per M.O.R.T. & H.

specification and Bulk asphalt VG-30 for mixing @ 45.00 KG. / M.T.

i.e. 4.5 % of total weight of mix of asphalt weight including heating and

mixing the aggregate and asphalt in continuous of drum mix plant and

hot laid process spreading the same by paver finisher and

consolidation with roller as per M.O.R.T. & H specification to achieve

desired density, including providing all materials equipments, tools and

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant and paver finisher etc.

14 Providing and laying 30 mm thick Bituminous Concrete with B.T. 3696.00 M.T. 3839.77

aggregate as per M.O.R.T. & H. and using emulsion RS-1 as per IS

8887: for tack coat @ 2.50 KG. / 10 Sq.m. with mechanical sprayer

and asphalt Grade: VG-30 for mixing @ 55.00 KG. / M.T. i.e. 5.5% by

weight of total mix including heating and mixing the aggregate and

asphalt by continuous of drum mix plant and hot laid process laying

with paver finisher and consolidation with Vibratory roller as per

M.O.R.T. & H specification to achieve desire density, including cost all

materials equipments, tools and plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's own machineries drum mix

plant and paver finisher etc. complete.

15 Providing and laying 75mm thick Bituminous Grout with B.T. aggregate 5775.00 M.T. 1732.90

as per MORT&H specification. bitumen emulsion RS-1 as per IS

Spray the solution for tackcoat at the rate of 0.4 liter per sqm on the

existing bituminous surface with mechanical sprayer. Use bulk asphalt

VG-30 for mixing @ 19.90 Kg / M.T. i.e. 1.99 % of total weight of mix

using of asphalt weight including heating and mixing the aggregate

and asphalt in continuous of drum mix plant and hot laid process

spreading the same by Manually and consolidation with roller as per

M.O.R.T. & H. specification to achieve desire density, including

providing all materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery, drum mix plant and paver finisher etc. complete.(

Spreading by Manually)

16 Providing and laying 20mm thick Mix Seal Surface with tack coat @ 5313.00 M.T. 3868.22

2.0 kg/10 sqm using B.T. chips as per M.O.R.T. & H. gradation type

A and specification with VG-30 for mixing @ 51.00 Kg / M.T. i.e. 5.1 %

of total weight of mix using including heating and mixing the aggregate

and asphalt in continuous of drum mix plant and hot laid process

spreading the same by paver finisher and consolidation with roller as

per M.O.R.T. & H. specification to achieve desire density, including

providing all materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery, drum mix plant and paver finisher etc. complete.

17 Providing and filling in foundation with ordinary cement concrete M- 2475.00 Cum 3362.25

100 mix and providing necessary vertical pin headrs incl. fromwork,

vibrating, ramming and curing completed.

18 Providing and casting in situ ordinary cement concrete M-150 mix and 5000.00 Cum 4024.98

providing necessary pin headers inc. shuttering, scaffolding, laying,

vibrating, curing and finishing completed without V-groove (A) Height

from 0.0 m to 5.0 m

19 Providing & laying rubble stone pitching 22.5 cm thick including 5500.00 Sqm 850.42

preparing the surface and providing panelwall for pitching 3.0 x

m of cement concret 1:2:4 including pointing on pitching in CM 1:3

including curing,cost of all materials and labour.

20 Providing and Laying coarse sand in Single layers of required 1650.00 Cum 635.93

thickness with motor grader on prepared surface, mix with water in

place method with vibratory roller to achive the desired density,

21 Providing and Laying W.B.M.of Grading I,using BTMC metal of size 5500.00 Cum 1625.73

45mm to 63mm size including using 13% stone Screening 13.2mm

size and 8% stone dust as filler including spreading watering and

Consolidation by Vibratory Rolleretc.complete. GradeI.

22 Providing and Laying W.B.M. of Grading - II, using B.T.M.C. metal of 5500.00 Cum 1690.13

size 53mm to 22.4mm in layers including 13% stone screening

11.2mm size and 7% stone dust as filler, including spreading, watering

and cosolidation by vibratory roller as per MoRTH specifications etc.

complete as directed by Engineer-in-charge.

23 Supplying and fixing reinforced concrete heavy duty non-pressure 100.00 Rmt 1968.38

pipes with collars for culverts including setting and joining the pipes in

C.M. 1:2 watering and laying (to level or slope) of I.S. class NP 3 of

following internal diameters.(iii) 600mm dia.

24 Supplying and fixing reinforced concrete heavy duty non-pressure 200.00 Rmt 3469.26

pipes with collars for culverts including setting and joining the pipes in

C.M. 1:2 watering and laying (to level or slope) of I.S. class NP 3 of

following internal diameters.(v) 900mm dia.

25 Supplying and fixing reinforced concrete heavy duty non-pressure 150.00 Rmt 5560.01

pipes with collars for culverts including setting and joining the pipes in

C.M. 1:2 watering and laying (to level or slope) of I.S. class NP 3 of

following internal diameters.(vii) 1200 mm dia.

26 Providing & laying Rubble stone in foundation (each stone weighting 2940.00 Cum 884.08

not less than 40 kg) including filling the interstices with screen sand,

conslidating, watering and levelling the surface etc complete as

directed by engineer in charge.

27 Microsurfacing - Type -3: Providing and laying Microsurfacing 5600.00 Sqm 204.02

consisting of a mixture of aggregates, modified bituminous emulsion,

cement and additive on a road surface including cleaning of surface,

mixing in a suitable mobile plant, laying and compacting to provide

even riding surface.

28 Microsurfacing - Type -2: Providing and laying microsurfacing 5600.00 Sqm 168.67

consisting of a mixture of aggregates, modified bituminous emulsion,

cement and additive on a road surface including cleaning of surface,

mixing in a suitable mobile plant, laying and compacting to provide

even riding surface.

29 Filling Pot-holes and Patch Repairs with open-Graded Premix 7000.00 Sqm 153.52

surfacing, 20mm.: Removal of all failed material, trimming of

completed excavation to provide firm vertical faces, cleaning of

surface, painting of tack coat on the sides and base of excavation as

per clause 503, back filling the pot holes with hot bituminous material

as per clause 511, compacting, trimming and finishing the surface to

form a smooth continuous surface, all as per clause

30 Filling Pot-holes and Patch Repairs with Bituminous concrete, 7000.00 Sqm 406.02

40mm.:Removal of all failed material, trimming of completed

excavation to provide firm vertical faces, cleaning of surface, painting

of tack coat on the sides and base of excavation as per clause

back filling the pot holes with hot bituminous material as per clause

504, compacting, trimming and finishing the surface to form a smooth

continuous surface, all as per clause

31 Supply Emulsion RS1 ( As per IS 8887) 25.00 M.T. 45108.27

32 Supply Emulsion MS 25.00 M.T. 52686.65

33 Supply Emulsion SS1 ( As per IS 8887) 25.00 M.T. 75240.96

34 Providing and laying of a stress absorbing membrane over a cracked 25.00 Sqm 49.49

road surface, with crack width below 6 mm after cleaning with a

mechanical broom, using modified binder complying with clause

sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed

stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip

spreader, sweeping the surface for uniform spread of aggregates and

surface finished to conform to clause

35 Providing and laying of a stress absorbing membrane over a cracked 3500.00 Sqm 57.57

road surface, with crack width 6 to 9 mm after cleaning with a

mechanical broom, using modified binder complying with clause

sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm

crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the

surface for uniform spread of aggregates and surface finished to

conform to clause

36 Providing and laying a single coat of a stress absorbing membrane 3500.00 Sqm 76.76

over a cracked road surface, with crack width above 9 mm and

cracked area above 50 per cent after cleaning with a mechanical

broom, using modified binder complying with clause 521, sprayed at

the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone

aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform

spread of aggregates and surface finished to conform to clause

37 Providing and applying low viscosity bitumen emulsion for sealing 3500.00 Sqm 47.47

cracks less than 3 mm wide or incipient fretting or disintegration in an

existing bituminous surfacing.

38 Providing and laying slurry seal consisting of a mixture of fine 3500.00 Sqm 84.84

aggregates, portland cement filler, bituminous emulsion and water on

a road surface including cleaning of surface, mixing of slurry seal in a

suitable mobile plant, laying and compacting to provide even riding

surface (for 5 mm)

39 Providing and laying slurry seal consisting of a mixture of fine 3500.00 Sqm 58.58

aggregates, portland cement filler, bituminous emulsion and water on

a road surface including cleaning of surface, mixing of slurry seal in a

suitable mobile plant, laying and compacting to provide even riding

surface (for 3 mm)

40 Providing and laying slurry seal consisting of a mixture of fine 7000.00 Sqm 35.35

aggregates, portland cement filler, bituminous emulsion and water on

a road surface including cleaning of surface, mixing of slurry seal in a

suitable mobile plant, laying and compacting to provide even riding

surface (for 1.5 mm)

41 Providing ,Filling & Supplying Sand Bag & Placing at Road side Cut as 10000.00 Bag 90.90

instruction given by Engineer Incharge.

42 Providing ,Filling & Supplying Earth Bag & Placing at Road side Cut as 10000.00 Bag 50.50

instruction given by Engineer Incharge.

43 Diversion Ahead Sign :-Providing and fixing sign boards made out of 50.00 Nos 9867.07

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

180x60 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; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB 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

44 Men at work (Heavy) sign :-Providing and fixing sign boards made out 50.00 Nos 9148.16

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 120cm x 90cm 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; 3.6 mtr long

stand post (2 Nos.) 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 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

45 Portable Barricade in Construction Zone (Installation of a steel 250.00 Nos 2927.99

portable barricade with horizontal rail 300 mm wide, 2.5 m in length

fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section,

m in height, horizontal rail painted (2 coats) with yellow and white

stripes, 150 mm in width at an angle of 450, 'A' frame painted with

coats of yellow paint, complete as per IRC:SP:55- 2001 )

46 Traffic cones with 150 mm reflective sleeve 500.00 Nos 400.00

47 Standard Delineator: Providing and fixing Standard Metal Delineator 600.00 Nos 1027.17

consisting of minimum retro reflective unit exposed area of 330 cm2

white color, full cube corner micro prismatic non- metallic retro

reflective sheeting on each side conforming with IRC 67-2012 and

meeting the coefficient of retro reflection values as per ASTM D

Type XI table specification. The delineator shall be painted with

powder coat of minimum 401 microns thickness, on top of which retro

reflective sheeting shall be pasted on both sides. The structure shall

be manufactured in roll forming process and shall have height not less

than 800 mm above the ground, width not less than 100 mm and shall

extend not more than 300 mm below the ground while being intalled,

height of sheeting should be minimum 150 mm whereas width of

sheeting should not be less than 75 mm (should be placed every

alternetive 15cm), The front and the back faces opf the delineator

should be curved with a radius of not more than 200 mm and with

delta angle (or central angle of curve) lying between 20 and 30, to

increase the visibility of delineator for vehicles moving in continuous

curves. The delineator shall have grooves across the length to make

the reflective sheets vandal- proof. The delineator is meant for

application on gaps in median, traffic islands, dangerous bends,

roundabouts,. narrow bridge etc. or as desired by site engineer.

48 Sign board per Square Meter :-Providing and fixing sign boards made 150.00 Nos 7894.02

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 1 meter x 1meter 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 mtr long stand

post (2 Nos.) 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 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

49 Solar Blinkers (Providing and erecting Solar Blinker mounted on a 150.00 Nos 21621.19

steel circular hollow pole of standard specifications for for diversion

should fulfil road saftey norms of constant output light and 40-50

flashes per minute minimum, even used in, 3 m high fitted with solar

Panel and Light and fixed firmly in concrete foundation.)

50 Providing & laying cold mixed material shall consist of plant ready 3500.00 50 2525.00

made pothole patching Bituminous mixture composed of mineral Kg

aggregate coated with bituminous material.the material shall be

capable of being stocked for at least six month without stripping and

shall be workable at all times.unless specified otherwise,this mix shall

be supplied in 50kg plastic lined,slurdy bags.this material is intended

for patching potholes up to 75mm deep.for deeper potholes, patching

mix shall be placed and compacted in 75mm thick layers.details on

preparation of potholes,placing and compacting the mix in pot holes

are also given to ensure its effective use.The ready made cold

patching mix is suitable for patching only and shall not be used for

patching long streches of damaged road suraface.

51 Providing and applying asphalt painting on B.T. surface with 14000.00 Sqm 35.22

mechanical sprayer using bitumen 60/70 (VG-30) at the rate of

Kg/10 Sq.mt. & spreading stone dust on painting surface at the rate of

0.03 Cu.m./10 Sq.mt. and rolling with smooth wheeled and pneumatic

roller and brushing etc. complete.

52 Road marking with hot applied thermoplastic paints with reflectorising 750.00 Sqm 367.72

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.

53 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 7000.00 Nos 217.40

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

Type H and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the slope

to the base shall be 35 +/- 5 degree. The body of the marker should

having finger grip for easy and accurate placement and application

with epoxy / bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker should be as per

the IRC 35- 2015 and as directed by Engineer-in-charge.

54 Providing and fixing 'W' type safety barrier using M.S. iron channel 2700.00 Rmt 2706.80

150mm x 75m x 5mm size erected at 2.0 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

installation charges including providing foundation block of size 0.60 x

0.60 x 0.75 Mt. in C.C. 1:2:4 and oil painting two coats with one coat of

red oxide etc complete.

55 Construction of dry lean cement concrete Sub- base over a prepared 735.00 Cum 4020.81

sub-grade with coarse and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after blending to be as

per table 600-1, cement content not to be less than 290 kg/ cum,

optimum moisture content to be determined during trial length

construction, mixed in a batching plant, transported to site, laid with a

fixed form paver or conventional method, compacting with 8-10 tonnes

vibratory roller, finishing and curing etc. complete.

56 Construction of un-reinforced, dowel jointed, plain cement concrete 980.00 Cum 6953.85

pavement over a prepared sub base with concrete grade M-30, coarse

and fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant

as per approved mix design, transported to site, laid with a fixed form

or slip form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion, construction

and longitudinal joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as

approved, curing compound, finishing to lines and grades as per

57 Hire charges for Comprssor 300.00 Per 205.42

58 Hire charges for Crane 300.00 Per 706.14

59 Hire charges forVibratory roller 8 - 10 tonnes @ 100 cum per hour 300.00 Per 850.79

60 Hire charges for Motor grader for grading @ 100 cum per hour 300.00 Per 1560.45

61 Hire charges forTruck (Considering 1 Truck for 20 days @ Rs.5000 1.00 Per Day 4279.66

62 Hire charges for Tractor Trolley (Considering 1 Tractor Trolley for 20 8.00 Per Day 1677.63

Days (8 Hours per Day Rs.245 per Hour)

63 Hire charges fort Labour charges - Mazdoor (Male/Female) 25.00 Per Day 510.05

64 Supplying mix material prapared by hot mix plant of asphalt patch work 12.25 M.T. 3663.27

using crushed stone aggregate 6mm size at 0.600 cum and asphalt at

4.5 % for mixing by weight of mix materials including cost of asphalt

carting of mix materials and spreading the same in required thickness

as per site condition by manually as per site condition by manually as

directed etc complete.

65 Supplying and stacking black stone crushed aggragate of size 25 to 200.00 Cum 841.33

40mm size on road site with av. Lead of 20.00 km including spreading

66 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 845.54

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(i) 50mm

67 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 493.56

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(ii) 40mm

68 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 938.38

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(iii) 25mm

69 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 992.04

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(iv) 20mm

70 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 751.49

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(v) 12mm

71 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 686.83

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(vi) 10mm

72 Supplying of crushed stone aggregates, chippings etc. of hard stone of 200.00 Cum 686.83

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(vii) 6mm

73 (i) Supplying of murrum / binding materials 200.00 Cum 101.81

74 Hire Charge For Hydraulic Excavator 1 cum bucket capacity @ 60 cum 50.00 Sqm 718.98

75 Hire Charge For Dozer 80 HP for spreading @ 200 cum per hour 50.00 Sqm 1322.41

I/We am/are willing to carry out the work at _______________% above/below Percent

(Should be Written in Figures & Words) of the estimated rates mentioned above. Amount of my/our

Tender works out as under.

# Estimated Amount Put to Tender # Estimated amount put to Tender

Deduct __________ % below Add : _________ % Above

Deputy Executive Engineer Executive Engineer

Medical Campus (R&B) Sub-Division Jamnagar (R&B) Division

Jamnagar. Jamnagar.

1 The Contractor shall exhibit a board with detailed specification and details of work as per 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 nix 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 Testing of materials shall be as per statement attached for quantity control. with specification, the materials shall be tested

in GERI for testing charges shall be paid by Executive Engineer, and of amount put to tender after deduction the cost of

materials as per Schedule-'A' shall be recovered from contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-

6 The Contractor shall be state even "NIL" precent of no reduction as offered.

7 One percent of Contract value. for this work shall be recovered from the contract payment as " Labour cess" in terms of the

Gujarat Government Gazette extra ordinary Dated 12-12-2004 implementation of building & other construction worker's

(Regulation of Employment and condition of service Act, 1996)

8 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.

9 Concrete & bitumenous Mix Design carried out by Contractor at his own cost.

Deputy Executive Engineer Executive Engineer

Medical Campus (R&B) Sub-Division Jamnagar (R&B) Division

Jamnagar. Jamnagar.