Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A Sanathal- Visalpur in Section - 01 of AUDA Area.(RW-04/2026-07) (Re-Invite)

Name of Work :- Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A

Sanathal-Visalpur in Section - 01 of AUDA Area.(RW-04/2026-27) (Re-Invite)

ITEM DESCRIPTION QTY UNIT Rate AMOUNT

NO In Fig. In words

1 Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal

7.2 Hect. 28393.04 Three Hundred

of unserviceable materials (C) By mechanical means in area

of light jungle (SOR Item No. 26117C Pg. 89)

Four Paise Only

2 Box cutting the road surface to proper slope & camber for

making a base for road work including removing the

excavated stuff and dipositing on the road side slope as 2063 Cmt. 102.93

Ninety Three Paise

directed upto 50 mt lead. SOR item no.(26008)/pg.No.37

3 Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering Rupees One

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

required dry density including filling the depression which 4800 Cmt. 169.44

Nine & Forty Four

occur during the process using power roller 8T to 10T.(E) Paise Only

From Borrow area within 3.0KM. lead (SOR It Code

Construction of 200mm (as per IRC 37) ThickGrannular

sub base(GSB‐I) by providing coarse graded material using

B.T Metal 53 mm to 26.50 mm @ 35 % ,26.50 mm to Rupees One

4.75mm 45% & Coarse sand below 2.36 mm 20 % in Thousand Four

uniform layer with motor grader on prepared surface mxing 563 Cmt. 1482.68 Hundred Eighty

by mix in place method with vibratory roller to achive the Two & Sixty Eight

desired density complete as per close 401 (RA-1) Paise Only

5 Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical Rupees One

mix plant carriage of mixed Material by tipper to site, Thousand Six

laying in uniform layers with paver in sub- base / base 1125 Cmt. 1662.46 Hundred Sixty

course on well prepared surface and compacting with Two & Forty Six

vibratory roller to achieve the desired density.(compacted Paise Only

200 mm thick in 2 layers of 100mm each) (RA)

6 Providing & applying evenly priming coat with bitumen

Emulsion (SS1) on prepared surface of granular base Rupees Sixty Four

including cleaning of road surface and sparying primer 5625 Smt. 64.39 & Thirty Nine

at the rate of 7.50 Kg. / 10 Smt using using mechanical Paise Only

7 Providing and laying 50 mm thick Dense Graded

Bituminous Macadam in single layer using BT stone chips

as per MoRTH gradation and specification with Bitumen

Grade (VG 30) for mixing @ 45.00 Kg /MT of total Wt. of Rupees Four

mix i.e (4.50 % of total weight mix) including tack coat @ Thousand Six

2.5 kg/10 smt and mixing aggregate & asphalt by batch 675 MT 4644.71 Hundred Forty

mix/drum mix plant and spreading the same by paver finisher Four & Seventy

including rolling & consolidation with 10-12 tonne vibratory roller & providing all One Paise Only

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 (RA)

8 Providing and laying 40 mm thick of compacted

Bituminous concrete using BT aggregate as per MORTH

gradation ,specification and asphalt Grade VG 30 mixing

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

weight mix) & tack coat at 2.5Kg/10sqm on existing B.T. Thousand Three

surface including heating and mixing aggregate & asphalt 545 MT 5340.88 Hundred Forty &

by batch mix/drum mix plant spreading the same by paver Eighty Eight Paise

finisher including rolling & consolidation with 10-12 tonne vibratory roller & providing all Only

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 (RA)

AHEMDABAD URBAN DEVLOPMENT AUTHORITY

Name of Work :- Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A

Sanathal-Visalpur in Section - 01 of AUDA Area.(RW-04/2026-27) (Re-Invite)

ITEM DESCRIPTION QTY UNIT Rate AMOUNT

NO In Fig. In words

9 Providing and laying Asphalt painting as wearing course

Rupees Fifty Five

using bitumen VG-30 @ rate of 5.0Kg./10 sq.m. and stone

11250 Smt. 55.55 & Fifty Five Paise

dust 0.1 Cum/10 Sqm of road surface etc. complete as per

Technical Specifications.(RA)

10 Scarifying gravelled macadam or bitumen macadam surface

6 cm to 10 cm.depth including stacking useful materials on

3000 Smt. 26.42 Six & Forty Two

road side and disposing off remaining stuff. (R&B SOR

Item No.:26063 Page:- 46)

11 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumen 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 Rupees Two

color marking should provide liminance coefficinet on Hundred Ninety

cemend road shalll be min 130 mcd/m2/lux and Asphalt Nine & Thirty

road shall be min 100 mcd/m2/lux during the service life Seven Paise Only

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. (SOR It No. 26161 Pg 99 )

12 Supplying and fixing cat eye (Stimsonite) made out from

Acrilo beautile sterine injuction high compressed molding Rupees Three

with reflector made of MMC (prismatic type of size 12cm x Hundred Seventy

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

with each unit for fixing. (High Intensity grade) (SOR It Two Paise Only

13 Construction of granular sub base for hard side shoulders

by providing coarse graded quarry spall material, spreading

in uniform layers on prepared surface, mixing by

mechanical means and placing with rotavator at OMC and 150 Cmt. 402.99

Ninety Nine Paise

compacting with vibratory roller to achieve the desired

density complete as per Clause 400.1 grade-I. (RA)

14 Supply loading, unloading, transportation of ready mix

Rupees Fifteen &

patch workmaterial (cold mix) for potholes reparing work

52000 Kg 15.85 Eighty Five Paise

and Laying Compaction completed as per Instruction of

engineering in charge

15 Providing back hoe Excavator JCB for all types of work on Rupees Eight

Road side including all cost of machinary ,oil,labour Hundred Forty

550 hours 848.40

charges etc.complete. Eight & Forty

(SOR Pg.34/ It.No.H016) Paise Only

16 Providing Tractor with pawdah for all types of work on Rupees Four

Road side including all cost of machinary ,oil,labour Hundred Fifty

550 hours 454.50

charges etc.complete. Four & Fifty Paise

(SOR Pg.34/ It.No.H016) Only

17 Providing tractor with Hydroulic trolly for all type of works Rupees One

on road side including all charges of driver,oil, disel etc Thousand Six

complete. 550 days 1677.64 Hundred Seventy

Four Paise Only

18 Supplying Unskilled labour for various works on road site Rupees One

etc complete. Hundred Ninety

(S.O.R. page no 35 It No L037) Six & Forty Five

AHEMDABAD URBAN DEVLOPMENT AUTHORITY

Name of Work :- Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A

Sanathal-Visalpur in Section - 01 of AUDA Area.(RW-04/2026-27) (Re-Invite)

ITEM DESCRIPTION QTY UNIT Rate AMOUNT

NO In Fig. In words

19 Painting lines, dashes, arrows, letters etc on road, air field

and like in three coats with road marking oil paints,

brushing including cleaning the surface of all dirt, dust,and

50 smt. 93.44 Three & Forty

other foreign matter. (1) over 10 cm in width.etc complete.

Four Paise Only

20 Providing and fixing Cautionary warning Sign Board made

out of 2 mm alluminium sheet size 90 x90 x 90 cms

equilateral triangle as per the design of IRC - 67 - 1977 pre

treated with phospheting process and acid etching coating

with one coat of apoxy primer and two coats of best quality

apoxy paint reflectorised with retro reflective sheeting as

per letest MOST specification , 3.1 mt long standard post

and frame fabricated from suitable size iron angle of 75 x

75 x 6 mm and frame 35 x 35 x 3 mm painted with best

5 nos. 2228.12 Hundred Twenty

quality apoxy coating in black and white bends. The details

of symboles for each board shall be as per the instruction of

engineer - in - chage. The fixing of side shall be in 1:2:4

C.C. block of size 45 x 45 x 60 cms for each leg including

exavation , curing etc complete under the supervision of

engineer - in - chage ( B ) Engineering Grade

( SOR It No 26092A / Pg no 50 )

21 Providing and fixing Hazard marker sign board made out of

2mm aluminium sheet size 90 x 30 cms.rectangle plate as

per the design of (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 reflective sheeting as per latest M.O.S.T

specification.letters,& numericals should be as per IRC-30-

1968, 3.1 m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm., 50 x 50 x 5 mm

5 nos. 3184.53 Hundred Eighty

as required , painted with best quality epoxy coating in

Four & Fifty Three

black and white bends. The details of symbol for board

shall be as per Instruction of engineer in charge. The fixing

at site shall be in 1:2 :4 CC block of size 45 x45 x60 Cms.

For each leg, including excavation , curing-etc. complete

under the supervision of engineer in charge.

B ) Engineering Grade

( SOR It No 26102A / Pg no 66 )

22 Providing and fixing Direction Sign (Junction Board)

boards made out of 2mm alluminium sheet size 244 x

cms. Rectangle as per design of IRC - 67 - 1977. Pretreated

with phoshpheting process and acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro reflective 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

5 nos. 11435.38 Hundred Thirty

50x 50 x 5mm, & 75 x 75 x 6 cms. as required; painted

with best quality epoxy coatings in black and white bends.

Eight Paise Only

The details of symbol or inscription / numerals for each

board shall be as per the instructions of Engineer in charge.

The fixing at site shall be in1:2:4 C.C. block of size 45 x

x 60 cms. for each leg including excavation, curing

complete under the supervision of Engineer-in-charge.

(B) Engineering grade.

SOR It No. 26098A/Pg No.

AHEMDABAD URBAN DEVLOPMENT AUTHORITY

Name of Work :- Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A

Sanathal-Visalpur in Section - 01 of AUDA Area.(RW-04/2026-27) (Re-Invite)

ITEM DESCRIPTION QTY UNIT Rate AMOUNT

NO In Fig. In words

23 Providing and fixing informatory / Place Identification Sign

boards made out of 2mm alluminium sheet size 150 x

cms. Rectangle as per design of IRC - 67 - 1977. Pretreated

with phoshpheting process and acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro reflective 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

10 nos. 9390.66 Hundred Ninety &

50x 50 x 5mm, & 75 x 75 x 6 cms. as required; painted

Sixty Six Paise

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 instructions of Engineer in charge.

The fixing at site shall be in1:2:4 C.C. block of size 45 x

x 60 cms. for each leg including excavation, curing

complete under the supervision of Engineer-in-charge.

(A) Engineering grade.

SOR It No.26100A / Pg No.

24 Providing & Laying empty cement bag with filling earth Rupees Twenty

incl. steaching the bag and laying as directed incl. all 800 Nos 21.11 One & Eleven

labours etc. complete. Paise Only

25 Providing Vibratary roller 8 to 10 tone capacity about

cum / hour at site including disel ,driver with nessasary

250 hours 850.80 Hundred Fifty &

Eighty Paise Only

S.O.R ITEM H020 Page No -59

26 ProvidingWater tanker 6 km capacity at site of work Rupees One

with 5000 lit capacity of tank Hundred Seventy

250 hours 171.19

S.O.R ITEM M673 Page No -18 One & Ninteen

27 Providing Dumper cum Tipper at site of work Rupees Four

S.O.R ITEM H032 Page No -30 Thousand Two

60 days 4279.67 Hundred Seventy

Seven Paise Only

AHEMDABAD URBAN DEVLOPMENT AUTHORITY

Name of Work :- Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A

Sanathal-Visalpur in Section - 01 of AUDA Area.(RW-04/2026-27) (Re-Invite)

ITEM DESCRIPTION QTY UNIT Rate AMOUNT

NO In Fig. In words

28 Providing and operation dewatering Pump including fuel

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

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

180 shift 606.00 Hundred Six &

should be allowed for non working condition of machinery)

(As per AMC approved rate)

29 Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness up to 0.300 meter

including demolishing the asphalt

carpet,metal,soiling/cutting Reinforcement etc.comp. with Rupees Two

stacking the material as directed. (By any type of Breaker 562.5 Smt. 202.00 Hundred Two &

Machine or R.C.C.Cutter machine including cost of Only

operator, fuel, & transportation etc complete. (AMC

drainage SOR item No-4B; Pg.:- 01)

30 Barricading the entire break down or excavated area on

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

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 Rupees Ninety &

arrangement through out the work with necessary required Ninety Paise Only

arrangement. The same shall be removed after completion

of work. (Based on AMC Drainage SOR 2009-10)

31 Providing and laying 50 mm thick Dense Graded

Bituminous Macadam in single layer using BT stone 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 @ Rupees Four

2.5 kg/10 smt and mixing aggregate & asphalt by batch Thousand Five

mix/drum mix plant and spreading the same by manully including 360 MT 4565.76 Hundred Sixty

rolling & consolidation with 10-12 tonne vibratory roller & providing all materials

equipment's tools & plants, fire wood, oil , kerossene, labour charges, using contractor's Five & Seventy

own machinery etc Complete as directed by engineer in charge as per MoRTH Specificatio Six Paise Only

32 Providing and laying 40 mm thick of compacted

Bituminous concrete using BT aggregate as per MORTH

gradation ,specification and asphalt Grade VG 30 mixing

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

weight mix) & tack coat at 2.5Kg/10sqm on existing B.T. Thousand One

surface including heating and mixing aggregate & asphalt 290 MT 5139.66 Hundred Thirty

by hot mix plant spreading laid processby manully including rolling Nine & Sixty Six

& consolidation with 10-12 tonne vibratory roller & providing all materials equipment's Paise Only

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 (RA)

33 Supplying and fixing reinfored concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy

traffic as per IS 458-1991 specification including setting

and jointing the pipes in CM. 1:2 watering and laying (To

level or slope) of class NP3 of following internal daimeters.

(Road SOR I.26089 P.48)

300 mm dia pipe (26089AA) Rupees Six

Three Paise Only

AHEMDABAD URBAN DEVLOPMENT AUTHORITY

Name of Work :- Repairing, Maintaining & Patchwork to various road in TP432, TP419, TP431, TP420 at Asalali & TP403A

Sanathal-Visalpur in Section - 01 of AUDA Area.(RW-04/2026-27) (Re-Invite)

ITEM DESCRIPTION QTY UNIT Rate AMOUNT

NO In Fig. In words

34 Providing and laying in position Ready Mixed M250

grade concrete for reinforced cement conctere work ,using

cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms

havingcontinuous agitatedmixer, manufactured as permix

design of specified grade for reinforced cementconcrete

work including pumping of R.M.C. fromtransit mixer to Rupees Four

site of laying, excluding the cost ofcentering shuttering Thousand Nine

finishing and reinforcement including cost of admixtures in Hundred Two &

recommended proportions as per IS: 9103 to accelerate/ Nine Paise Only

retardsetting of concrete, improve workability

withoutimpairing strength and durability as per direction

ofthe Engineer - in - charge. WithoutFlyAsh (Mincement

level as per latest IS 456 shall bemaintained) (Cement level

35 Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

15cm thick of M250 grade concret as per approved design

and including 250 Rmt. 361.65

One & Sixty Five

excavation for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc complete.(sor

36 Providing and laying mountable type Central Verge

including casting of Kerb of size 15.00 x 32.50 Cm by

mechanical Kerb casting machinery and oil paint colour to

Center Verge (kerb) by Yellow/White and Black patta Rupees Three

(Three Coat) one coat of priming & two coat of Oil Paint Hundred Sixty

including cost of material required for paint and all labour 500 Rmt 361.65

One & Sixty Five

work etc. complete as per direction, detailed drawing and Paise Only

instruction of engineer incharge. (including Epoxy Paint of

Approved Quality)(Central Verge) AUDA ARC tender rate

37 Painting With enamal paint(Two Coat) including priming

coat on new surface with ,brushing ,interior to give even Rupees Seventy

shade including cleaning the surface an even shade 850 Smt 72.58 Two & Fifty Eight

including cleaning the surface of all dirt, dust and other Paise Only

foreign matter (Auda Arc tender)

38 Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as Rupees Six

per approved design Confirming to IS 15658 : 2006 Hundred Eighty

including 35 mm 500 Smt. 686.91

Six & Ninety One

Sand layer for levelling and filling the joint with sand in Paise Only

proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete.(sor 14033 pg.130)

Estimated Amount put to tende

Rupees Two Crore Seven Lac Fourteen Thousand Two Hundred Thirty Three & Only

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Dated Signature of Contractor