Maintenance Contract for Roads at Kandla for two years.

In figures In Words figures In Words

1 Scarifying the existing bituminous road surface

to a depth of 50 mm and disposal of scarified Rupees Four Paise Ten

material within all lifts and lead upto 1km (by Only

mechanical means). 2956.00 4.10 M2 One Squre Metre

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-charge.

A Rupees One hundred

Forty Three Paise Eighty

All kinds of soil 1774.00 143.82 Two Only M3 One Cubic Metre

3 Supplying and filling in plinth with sand under Rupees One Thousand

floors, including watering, ramming, Five hundred Twelve

consolidating and dressing complete. 1182.00 1512.84 Paise Eighty Four Only M3 One Cubic Metre

4 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

A 1:11/2:3(1 Cement : 11/2 coarse sand : 3 graded stone

Rupees Five Thousand

aggregate 20 mm nominal size)

Four hundred Forty Eight

1182.00 5448.56 Paise Fifty Six Only m3 One Cubic Metre

B 1:4:8(1 Cement : 4 coarse sand : 8 graded stone 887.00 4428.24 Rupees Four Thousand

aggregate 40 mm nominal size) Four hundred Twenty

Eight Paise Twenty Four

Only m3 One Cubic Metre

Description of item Quantity Rate Unit Amount

5 Providing and laying factory made chamfered edge

Cement Concrete paver blocks In foot path, park & lawns

driveway or light & traffic parking etc. of required strength,

thickness & size/ shape, made by table vibratory method

using PU mould, laid in required colour & pattern over

50mm thick compacted bed of course sand, compacting

and proper embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory compaction

by using plate vibrator, filling the joints with sand and

cutting of paver blocks as per required size and pattern,

finishing and sweeping extra sand, all complete as per

manufacturer's specifications & direction of Engineer-in-

a 80mm thick Cement concrete paver block of M-30 Rupees Seven hundred

grade with approved colour, design & pattern. Seven Paise Eighty Four

3650.00 707.84 Only m2 One Squre Metre

6 Providing and fixing at or near ground level precast

cement concrete in kerbs,edgings etc. as per

approved pattern and setting in position with cement

mortar 1:3 (1 Cement : 3 coarse sand), including the

cost of required centering, shuttering complete.

a 1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone Rupees Five Thousand

aggregate 20 mm nominal size). Six hundred Ninety One

225.90 5691.46 Paise Forty Six Only m3 One Cubic Metre

7 Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a Rupees Ten Paise Fifteen

height of 1 m above ground level and removal of Only

rubbish up to a distance of 50 m outside the

periphery of the area cleared.

29562.00 10.15 M2 One Square Metre

8 Construction of granular sub-base by providing close

graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material

by tippers to work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor grader on

prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per

specifications and directions of Engineer-in-Charge.

Description of item Quantity Rate Unit Amount

A With material conforming to Grade-I (size range 75 mm to Rupees One Thousand

0.075 mm) having CBR Value-30 Eight hundred Sixty Paise

3614.00 1860.67 Sixty Seven Only M3 One Cubic Metre

9 Providing, laying, spreading and compacting graded

stone aggregate (size range 53 mm to 0.075 mm ) to

wet mix macadam (WMM) specification including

premixing the material with water at OMC in for all

leads & lifts, laying in uniform layers with mechanical Rupees One Thousand

paverfinisher in sub- base / base course on well Five hundred Seventy

prepared surface and compacting with vibratory Paise Four Only

roller of 8 to 10 tonne capacity to achieve the desired

density, complete as per specifications and

directions of Engineer-in-Charge.

739.00 1570.04 M3 One Cubic Metre

10 Providing and applying tack coat using bitumen emulsion

conforming to IS: 8887, using emulsion pressure

distributer including preparing the surface & cleaning

with mechanical broom.

a On bituminous surface @ 0.25kg/sqm

With medium setting bitumen emulsion 49073.00 7.60 Rupees Seven Paise Sixty m2

Only One Squre Metre

11 Providing and laying Dense Graded Bituminous Macadam

using crushed stone aggregates of specified grading,

premixed with bituminous binder and filler, transporting

the hot mix to work site by tippers, laying with paver

finisher equiped with electronic sensor to the required

grade, level and alignment and rolling with smooth

wheeled, vibratory and tandem rollers as per

specifications to achieve the desired compaction and

density, complete as per specificatIons and directions of

Engineer in charge

a 50 to 100 mm average compacted thickness with bitumen of

grade VG-30 @ 5% (percentage by weight of total mix) and lime

Rupees Three Thousand

filler @ 2% (percentage by weight of Aggregate) prepared in

Twelve Paise Thirty Nine

Drum Type Hot Mix Plant of 60-

90 TPH capacity.

2511.00 3012.39 MT One metric tonne

Description of item Quantity Rate Unit Amount

12 Providing and laying Bituminous concrete using crushed

stone aggregates of specified grading, premixed with

bituminous binder and filler, transporting the hot mix to

work site by tippers, laying with paver finisher equiped with

electronic sensor to the required grade, level and

alignment and rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction and

density as per specification, complete and as per

directions of Engineer-in-Charge.

a 40/50 mm compacted thickness with bitumen of grade

PMB-40 @ 6.00 % (percentage by weight of total mix) and

Rupees Two Thousand

lime filler @ 3% (percentage by weight of Aggregate)

Nine hundred Sixty One

prepared in drum Type Hot Mix Plant of 60-90 TPH

capacity. Paise Ninety Six Only

3343.000 2961.96 MT One metric tonne

13 20 mm cement plaster of mix :

a 1:4 (1 cement: 4 coarse sand) Rupees Two hundred

Ninety Four Paise Ninety

1204.80 294.98 Eight Only m2 One Squre Metre

14 Providing and applying 2.5 mm thick road marking

strips (retro-reflective) of specified shade/ colour

using hot thermoplastic material by fully/ semi

automatic thermoplastic paint applicator machine

fitted with profile shoe, glass beads dispenser, propane

Rupees Four hundred

tank heater and profile shoe heater, driven by

Thirty Six Paise Sixty Six

experienced operator on road surface including cost of

material, labour, T&P, cleaning the road surface of all

dirt, seals, oil, grease and foreign material etc.

complete as per direction of Engineer-in-charge and

accordance with applicable specifications.

3514.00 436.66 m2 One Squre Metre

15 Excavate & get out the deposited material like

spilled cargo, mud etc. from the side of the road

side curbing / divider of Major Road including Rupees Thirteen Paise

cleaning and conveying the excavated stuff beyond Ninety Eight Only

road side berm including all tools, plants and

labour etc. complete. 80320.00 13.98 1 Rmt One Running metre

Description of item Quantity Rate Unit Amount

16 Manufacturing, supplying and fixing retro reflective sign

boards made up of 2 mm thick aluminium sheet, face to be

fully covered with high intensity encapsulated type heat

activated retro reflective sheeting conforming to type - I of

ASTM-D 4956-01 in blue and silver white or other colour

combination including subject matter, message (bi-lingual),

symbols and borders etc. as per IRC ; 67:2001, pasted on

substrate by an adhesive backing which shall be activated

by applying heat and pressure conforming to class -2 of

ASTM-D-4956-01 and fixing the same with suitable sized

aluminium alloy rivets @ 20 cm c/c to back support frame

of M.S. angle iron of size 25x25x3 mm along with theft

resistant measures, mounted and fixed with 2 Nos. M.S.

angles of size 35x35x5 mm to a vertical post made up to

M.S. Tee section ISMT 50x50x6 mm welded with base

plate of size 100x100x5 mm at the bottom end and

including making holes in pipes, angles flats, providing &

fixing M.S. message plate of required size, steel work to

be painted with two or more coats of synthetic enamel

paint of required shade and of approved brand &

manufacture over priming coat of zinc chromate yellow

primer (vertical MS-Tee support to be painted in black and

white colours).Backside of aluminium sheet to be painted

with two or more coats of epoxy paint over and including

appropriate priming coat including all leads and lifts etc.

complete as per drawing, specification and direction of

Engineer--in-charge.

a Mandatory/ Regulatory sign boards of 900 mm diametre Rupees Four Thousand

with support length of 3750 mm Twenty Two Paise

10.00 4022.17 Seventeen Only Each One Number

b Cautionary /warning sign boards of equilateral Rupees Two Thousand

triangular shape having each side of 900 mm Nine hundred Forty Six

with support length of 3650 mm Paise Forty Four Only

20.00 2946.44 Each One Number

17 Finishing with Epoxy paint (two or more coats) at all

locations prepared and applied as per manufacturer's

specifications including appropriate priming coat,

preparation of surface, etc. complete.

a Rupees One hundred

On concrete work Thirty Eight Paise Eighty

1205.00 138.88 Eight Only m2 One Squre Metre

Description of item Quantity Rate Unit Amount

18 Providing and fixing Glow studs of size 100x20 mm made

of heavy duty body shall be moulded ASA (Acrylic styrene

Acryloretrite ) or HIP (High impact polystyrene) or ABS

having electronically welded micro- prismatic lens with

abrasion resistant coating as approved by Engineer in

charge. The glow stud shall support a load of 13635 kg

tested in accordance with ASTM D4280. The slope of retro-

Rupees One hundred

reflective surface shall be 35 (+/-5) degress to base .The

Twenty Two Paise Eighty

reflective panels on both sides with at least 12 cm of

reflective area up each side. The luminance intensity

should be as per the specification and shall be tested as

described in ASTM I: 809 as recommended in BS:

part 4 : 1973. The studs shall be fixed to the Road surface

using the adhesive conforming to IS, as per procedure

recommended by the manufacturer complete and as per

direction of Engineer-in-charge.

1500.00 122.85 Each One Number

I / We am/are willing to carry out this work at _________% above / below (percentage should be written in figure and words). The tendered rates

mentioned above amount of my / our tender are put as under :-

Estimated amount put to tender Rs._______________________ Estimated amount put to tender Rs._______________________

Deduct ___________% below (-) Rs.________________________ Add ___________% above (+) Rs.________________________

Net Rs.__________________________________________________ Total Rs._____________________________________________

In words (Rupees ________________________________________ In words (Rupees ___________________________________

Superintending Engineer (Road)

Contractor Deendayal Port Authority