Repairing, Maintaining & Patchwork of various TP Road From Ramol Toll plaza to Kamod Junction including Mahemdavad & Bareja Growth center and various other TP Road of Section- 02 in AUDA Area. (RW No.:- 02/2026-27) Re-invite

Name of Work :- including Mahemdavad & Bareja Growth center and various other TP Road of Section- 02 in AUDA Area.

(RW No.:-02/2026-27) Re-invite

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

1 0.75 Clearing and grubbing road land including uprooting rank 28393.04 Rupees Twenty Eight Hect

vegetation grass bushes,shrubs,sapling and trees girth up Thousand Three

Hundred Ninety Three

to 300 mm removal of stumps of trees cut earlier and

& Four Paise Only

disposal of unserviceable materials (C) By mechanical

means in area of light jungle-

2 3000.000 Earthwork for embankment including breaking clods, 169.44 Rupees One Hundred Cmt

dressing with all lead and lift and including watering Sixty Nine & Forty

Four Paise Only

rolling and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the depression

which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

3 2813.00 Box cutting the road surface to proper slope and camber 102.93 Rupees One Hundred Cmt

for making a base for road work including removing the Two & Ninety Three

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

4 2250.00 Scarifying gravelled macadam or bitumen macadam 39.63 Rupees Thirty Nine & Smt.

surface 6 cm to 10 cm.depth including stacking useful Sixty Three Paise Only

materials on road side and disposing off remaining stuff

5 675.00 Construction of Grannular sub base(GSB-I) by providing 1492.78 Rupees One Thousand Cmt

coarse graded material using B.T Metal 26.5mm to 9.5 Four Hundred Ninety

Two & Seventy Eight

mm @ 30 % ,9.5mm to 4.75mm 25% & Coarse sand

% in uniform layer with motor grader on prepared surface

mixing by mix in place method with vibratory roller to

achive the desired density complete as per close

6 193.00 Providing & laying WBM 100mm to 150mm compacted 2305.83 Rupees Two Thousand Cmt

thickness of using B.T. Crushed metal of size 45 mm to Three Hundred Five &

Eighty Three Paise

63 mm @ 0.91 Cum material for 10 sqm, stone screening

Grading Type A 13.2 mm @ 0.12 cum per 10 sqm,Stone

dust @ 0.06 Cum per 10 Sqm, including spreading

,watering & consolidation by vibratory roller etc complete

and as directed by Engineer in Charge

7 3300.00 Providing, laying, spreading and compacting graded stone 1553.38 Rupees One Thousand Cmt

aggregate to wet mix macadam specification including Five Hundred Fifty

Three & Thirty Eight

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material to site, laying in

uniform layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to achieve

the desired density.

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

8 3863.00 Providing & applying evenly priming coat with bitumen 96.65 Rupees Ninety Six & Smt

Emulsion (SS1) on prepared surface of granular base Sixty Five Paise Only

including cleaning of road surface and sparying

primer at the rate of 7.50 Kg. / 10 Smt using

mechanical means.

9 1854.00 Providing and laying 50 mm thick Dense Graded 4888.80 Rupees Four Thousand MT

Bituminous Macadam in single layer using BT stone Eight Hundred Eighty

Eight & Eighty Paise

chips as per MoRTH gradation and specification with

Bitumen Grade (VG 30) for mixing @ 45.00 Kg /MT of

total Wt. of mix i.e (4.50 % of total weight mix) including

tack coat @ 2.5 kg/10 smt and mixing aggregate &

asphalt by Drum mix/Batch mix plant and spreading the

same by paver finisher including rolling & consolidation

with 10-12 tonne vibratory roller & providing all

materials equipment's tools & plants, fire wood, oil

kerossene, labour charges, using contractor's own

machinery etc Complete as directed by engineer in charge

as per MoRTH Specification

10 1683.00 Providing and laying 30 mm thick of compacted 5631.76 Rupees Five Thousand MT

Bituminous concrete using BT aggregate as per MORTH Six Hundred Thirty

One & Seventy Six

gradation ,specification and asphalt Grade VG 30 mixing

@54.00 Kg /MT of total Wt. of mix i.e. (5.40% of total

weight mix) & tack coat at 2.5Kg/10sqm on existing

B.T. surface including heating and mixing aggregate &

asphalt by Drum mix/Batch mix plant spreading the same

by paver finisher including rolling & consolidation with

10-12 tonne vibratory roller & providing all materials

equipment's tools & plants, fire wood, oil

kerossene,labour charges , using contractor's own

machinery etc Complete as directed by engineer in charge

as per MoRTH Specification

11 169.00 Providing and laying 30 mm thick of compacted 5530.76 Rupees Five Thousand MT

Bituminous concrete using BT aggregate as per MORTH Five Hundred Thirty &

Seventy Six Paise Only

gradation ,specification and asphalt Grade VG 30 mixing

@54.00 Kg /MT of total Wt. of mix i.e. (5.40% of total

weight mix) & tack coat at 2.5Kg/10sqm on existing

B.T. surface including heating and mixing aggregate &

asphalt by Drum mix/Batch mix plant spreading the same

by Manually including rolling & consolidation with 10-12

tonne vibratory roller & providing all materials

equipment's tools & plants, fire wood, oil

kerossene,labour charges , using contractor's own

machinery etc Complete as directed by engineer in charge

as per MoRTH Specification

12 5625.00 Providing and laying Asphalt painting as wearing course 54.04 Rupees Fifty Four & Smt

using bitumen VG 30 @ rate of 5.0 Kg./10 sq.m. and Four Paise Only

stone dust 0.1 Cum/10 Sqm of road surface etc.

complete as per Technical Specifications

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

13 234.00 Excavation for foundation upto 1.5 m depth including 189.31 Rupees One Hundred Cmt

sorting out and stacking of useful materials and Eighty Nine & Thirty

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil.

14 21.00 Providing and laying cement concrete 1:4:8 (1 Cement : 4- 2680.21 Rupees Two Thousand Cmt

coarse sand : 8- handbrokenstone aggregates 40 mm Six Hundred Eighty &

Twenty One Paise Only

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

15 17.00 Providing and laying cement concrete 1:2:4 (1 Cement : 2- 3697.92 Rupees Three Cmt

Coarse sand : 4- graded stone aggregates 20 mm nominal Thousand Six Hundred

Ninety Seven & Ninety

size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

16 Supplying and fixing reinforced concrete heavy duty non Rupees / Only

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 following internal daimeters.

(i) 30.00 300mm dia. 649.93 Rupees Six Hundred Rmt

Forty Nine & Ninety

Three Paise Only

(ii) 30.00 450mm dia. 1176.49 Rupees One Thousand Rmt

One Hundred Seventy

Six & Forty Nine Paise

(iii) 30.00 600mm dia. 1952.00 Rupees One Thousand Rmt

Nine Hundred Fifty

(iv) 30.00 900mm dia. 3446.51 Rupees Three Rmt

Hundred Forty Six &

Fifty One Paise Only

17 100.00 Barricading the entire break down or excavated area on 90.90 Rupees Ninety & Rmt.

rental basis using wooden ballies / M.S.angles at max. Ninety Paise Only

2.00 meter centre to centre, C.G.I. Sheet, reflective paint /

Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of

lighting arrangement through out the work with necessary

required arrangement. The same shall be removed after

completion of work.

18 100.00 Providing and fixing pre-cast concrete kerb stone of gray 361.65 Rupees Three Hundred Rmt.

cement based concrete block 30cm length, 30cm height Sixty One & Sixty Five

and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing inproper line

and level, filling the joint with C:M1:3 (1cement:3fine

sand) etc complete.

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

19 100.00 Providing and fixing pre-cast Rubber Dye / steel Dye 686.91 Rupees Six Hundred Smt.

inter locking concrete block 60mm thick with grade of Eighty Six & Ninety

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. Complete.

20 10000.00 Supply loading, unloading, transportation of ready mix 15.85 Rupees Fifteen & Kg.

patch work material (cold mix) for potholes reparing Eighty Five Paise Only

work and Laying Compaction completed as per

Instruction of engineering in charge

21 50.00 Providing Vibratary roller 8 to 10 tone capacity about 100 850.80 Rupees Eight Hundred Hour

cum / hour at site including disel ,driver with nessasary Fifty & Eighty Paise

22 800.00 Providing Hydraulic Excavator 1 cum bucket capacity @ 718.98 Rupees Seven Hundred Hour

60 cum per hour for all types of work on Road side Eighteen & Ninety

Eight Paise Only

including all cost of hiring machinary, oil, labour charges

23 100.00 Providing tractor with Hydroulic trolly for all type of 1677.64 Rupees One Thousand Day

works on road side including all charges of driver,oil, Six Hundred Seventy

Seven & Sixty Four

diesel etc complete.(8 Hour shift per Day)

24 750.00 Supplying Unskilled Mazdoor (Male/Female) for various 491.87 Rupees Four Hundred Day

works on road site etc complete. Ninety One & Eighty

Seven Paise Only

25 200.00 Providing & Laying empty cement bag with filling earth 23.23 Rupees Twenty Three No

incl. steaching the bag and laying as directed incl. all & Twenty Three Paise

labours etc. complete.

26 200.00 Providing Water Tanker 6 kl capacity at site of work with 171.19 Rupees One Hundred Hour

5000 lit capacity of tank Seventy One & Ninteen

27 20.00 Providing and operation dewatering Pump including fuel 496.92 Rupees Four Hundred Shift

charges & operator Charges etc. as directed etc. comp. Ninety Six & Ninety

(Shift for Eight Hour) (For Each Pump Set, No payment

should be allowed for non working condition of

28 30.00 Demolition including stacking of serviceable materilas 1057.86 Rupees One Thousand Cmt

and disposal of unserviceable materials with all lead and Fifty Seven & Eighty

lift. (i) R.C.C. work

29 30.00 Demolition of Brick work and stone masonry including 550.40 Rupees Five Hundred Cmt

stacking of serviceable materilas and disposal of Fifty & Forty Paise

unserviceable materials with all lead and lift.(ii) In

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

30 1,500.00 Structural steel work (Confirming to IS 4923-1997) 127.95 Rupees One Hundred kg

riveted, bolted or welded in built up for all type sections, Twenty Seven & Ninety

Five Paise Only

in framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel

primer all complete as per the structural designs and

directions of Engineer in charge.

31 200.00 Painting two coats (excluding priming coat) on new steel 87.81 Rupees Eighty Seven & Sqm

and other metal surface with enamel paint, brushing, Eighty One Paise Only

interior to give an even shade including cleaning the

surface an even shade including cleaning the surface of

all dirt, dust and other foreign matter.

32 20.00 Providing and fixing FRC catch pit jali with frame 600 1515.00 Rupees One Thousand No.

mm x 600 mm clear opening tec. Comp. as directed by Five Hundred Fifteen &

Engineer in charge.

33 100.00 Supplying and fixing cat eye (Stimsonite) made out from 375.72 Rupees Three Hundred No.

Acrilo beautile sterine injuction high compressed molding Seventy Five & Seventy

with reflector made of MMC (prismatic type of size 12cm

x 6cm x 2.5cm) provided with bituminous adhesive 100g.

with each unit for fixing. (High Intensity grade)

34 200.00 Road marking with hot applied thermoplastic paints with 367.73 Rupees Three Hundred Sqm

reflectorising glass beads on bitumin surface providing Sixty Seven & Seventy

Three Paise Only

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

mcd/m2/lux and Asphalt road shall be min

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 Qty. Description of Items Rate Per Amount

No. In Fig. In words

35 2.00 Cautionary Warning Sign :-Providing and fixing sing 3342.18 Rupees Three No

boards made out of 2mm aluminium sheet; size 90 x 90 x Thousand Three

Hundred Forty Two &

90 cms. equilateral triangle as per design of IRC-67-1977.

Eighteen Paise Only

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 75 x 6mm as

required; painted with best quality 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) Engineer Grade (VR)

36 2.00 Hazard Marker Sign :-Providing and fixing sing boards 2423.74 Rupees Two Thousand No

made out of 2mm aluminium sheet; size 90 x 30cms. Four Hundred Twenty

Three & Seventy Four

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 45x45x60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

37 2.00 Direction sign (Junction board):-Providing and fixing sing 14831.71 Rupees Fourteen No

boards made out of 2mm aluminium sheet; size 244 x Thousand Eight

Hundred Thirty One &

122cms. rectangle as as per the design of IRC-67-1977

Seventy One Paise Only

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 75x75x6mm as required;

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)...

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

38 2.00 Chevron sign :-Providing and fixing sign boards made out 3711.75 Rupees Three No

of 1.5mm aluminium sheet / 3mm ACP (Aluminum Thousand Seven

Hundred Eleven &

composite Panel); size 60x50cm rectangular as per design

Seventy Five Paise

of IRC-67 2012. Pre treated with phospheting process & Only

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; 3.3 mtr long stand post of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of35x35x3mm; painted with 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 blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor.(A)

Class-B Type-4 Retro Reflective sheeting

Estimated Amount put to tender Rs.

(Rs.Two Crore Ninty Nine Lakh Fourty Four Thousand Eight Hundred Seventy Six Only)

I/ We am/ are willing to carry out work at % above / below Estimated rates as mentioned.

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Executive Engineer

AUDA, Ahmedabad.

Dated Signature of Contractor