ARC Work for Construction of New T.P. Road, Regrade and Resurface Work of Different T.P. Roads in Section- 1 (From Shantipura Junction to Kamod Junction) & Section- 2 (Kamod Junction to Ramol Toll Plaza) including Aslali, Bareja, Mahemdavad, Visalpur, Sanathal etc. area of Ahmedabad Urban Development Authority (RW No.:- 07/2026-27)

Name of Work:- ARC Work for Construction of New T.P. Road, Regrade and Resurface Work of Different T.P. Roads in Section- 1 (From

Shantipura Junction to Kamod Junction) & Section- 2 (Kamod Junction to Ramol Toll Plaza) including Aslali, Bareja, Mahemdavad,

Visalpur, Sanathal etc. area of Ahmedabad Urban Development Authority.

Qty Item Description Rate Unit Amount

In Fig In Words

Clearing and grubbing road land including uprooting 28393.04 Rupees Twenty Eight Hect.

rank vegetation grass bushes, shrubs, sapling and Thousand Three

trees girth upto 300mm removal of stumps of trees Hundred Ninety Three

1 23.00 cutearlier and disposal of unserviceable materials (C)

& Four Paise Only

By mechanical means in area of light jungle

Loosening of soils by meachanical means including 4.19 Rupees Four & Smt

rolling and watering with power roller and filling Ninteen Paise Only

depressions which occur during process etc.comp as

Dismantling the following including loading,

unloading and disposal of unserviceable material for

all lead or as directed by Engineer-In-Charge and

3 stacking the serviceable material and backfilling the

resulting trenches and pits complete.

central verge -kerb stone 44.93 Rupees Forty Four & Rmt

a 144 Ninety Three Paise

Dismantling tiled or stone floors laid in mortar 47.72 Rupees Forty Seven & Smt

including stacking of serviceable material and Seventy Two Paise

b 190 disposal of uservicalble material with all lead and Only

Demolition & disposal of unservisable material with 609.26 Rupees Six Hundred Cmt

all lead and lift for unreinforeced concrete. Nine & Twenty Six

c 95 Paise Only

Demolition of brick work & stone masonry including 550.40 Rupees Five Hundred Cmt

stacking of serviceable materials and disposal of Fifty & Forty Paise

d 95 unserviceable materials with all lead and lift (1) In Only

Demolition including stacking of serviceable 1057.85 Rupees One Thousand Cmt

materials and disposal of unserviceable materials Fifty Seven & Eighty

e 95 Five Paise Only

with all lead and lift. (I) R.C.C work.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness

up to 0.20 meter including demolishing the asphalt

4 carpet, metal,s oiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

up to 0.20 meter thickness (By Manual) 71.81 Rupees Seventy One & Smt

Eighty One Paise Only

0.20 to 0.30 meter (By any type of Breaker Machine 179.54 Rupees One Hundred Smt

or R.C.C.Cutter machine including cost of operator, Seventy Nine & Fifty

b 250.00 fuel, & transportation etc complete. Four Paise Only

Qty Item Description Rate Unit Amount

In Fig In Words

0.30 meter & above (By any type of Breaker Machine 314.19 Rupees Three Hundred Smt

or R.C.C.Cutter machine including cost of operator, Fourteen & Ninteen

c 250.00 fuel, & transportation etc complete. Paise Only

Barricading the entire break down or excavated area 80.79 Rupees Eighty & Rmt

on rental basis using wooden ballies / M.S.angles at Seventy Nine Paise

max. 2.00 meter centre to centre, C.G.I. Sheet, Only

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.

Box cutting the road surface to proper slope and 207.40 Rupees Two Hundred Cmt

camber for making a base for road work including Seven & Forty Paise

removing the excavated stuff and depositing on the Only

6 9375.00 road side slope or dispose as directed

(EXECUTED WITH MANUAL LABOUR)

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

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

rolling and consolidation of subgrade in layers at Four Paise Only

7 99952.50 O.M.C. to required dry density including filling the

depression which occur during the processusing

power roller 8Tto10T.

Construction of hard side shoulders by providing 1063.09 Rupees One Thousand Cmt

coarse graded quarry spall material, spreading in Sixty Three & Nine

uniform layers on prepared surface, mixing by Paise Only

mechanical means and placing with rotavator at

OMC and compacting with vibratory roller to achieve

the desired density complete

Construction of Grannular sub base(GSB-I) by 1575.60 Rupees One Thousand Cmt

providing coarse graded material using B.T Metal Five Hundred Seventy

26.5mm to 9.5 mm @ 30 % ,9.5mm to 4.75mm 25% Five & Sixty Paise

& Coarse sand 45 % in uniform layer with motor Only

grader on prepared surface mixing by mix in place

method with vibratory roller to achive the desired

density complete

Providing, laying, spreading and compacting graded 1679.63 Rupees One Thousand Cmt

stone aggregate to wet mix macadam specification Six Hundred Seventy

including premixing the Material with water at OMC Nine & Sixty Three

in mechanical mix plant carriage of mixed Material Paise Only

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.(Compacted 250 mm thick in Two layer of

Qty Item Description Rate Unit Amount

In Fig In Words

Providing & applying evenly priming coat with 96.73 Rupees Ninety Six & Smt

bitumen Emulsion (SS1) on prepared surface of Seventy Three Paise

granular base including cleaning of road surface Only

and sparying primer at the rate of 7.50 Kg. /

Smt using mechanical means.

Providing and applying tack coat with VG-40 Grade 9.84 Rupees Nine & Eighty Smt

bitumen using bitumen pressure distributor at the Four Paise Only

12 7500.00 rate of 0.20 kg/sqm on the existing bituminous

surface cleaned with Air Compressor.

Providing and laying 80 mm thick Dense Graded 4909.62 Rupees Four Thousand MT

Bituminous Macadam in Single layer using BT Nine Hundred Nine &

stone chips as per MoRTH gradation and Sixty Two Paise Only

specification with Bitumen Grade (VG 40) 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

for Single layer and mixing aggregate & asphalt by

13 23460.00 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

Providing and laying 40 mm thick of compacted 5732.76 Rupees Five Thousand MT

Bituminous concrete using BT aggregate as per Seven Hundred Thirty

MORTH gradation ,specification and asphalt Grade Two & Seventy Six

VG 40 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 surface including heating and

mixing aggregate & asphalt by batch mix plant

14 11980.00 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

Providing and laying Asphalt painting as wearing 58.08 Rupees Fifty Eight & Smt

course using bitumen VG-40 (40/60) @ rate of Eight Paise Only

5.0Kg./10 sq.m. and stone dust 0.1 Cum/10 Sqm of

road surface etc. complete as per Technical

Specifications.

Qty Item Description Rate Unit Amount

In Fig In Words

Pre cast concrete kerb Providing and fixing M25 1072.23 Rupees One Thousand Rmt

Grade of concrete precast exposed / Fair finish / Seventy Two &

texture finish kerb stones of approved make as per Twenty Three Paise

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius

kerb, angles and quadrant kerbs, droplet kerbs etc.

16 5000.00 complete as per drawing.

Kerb shall be fixed as paper joint without any jointing

material. However cement mortar shall be provided

at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge

in above item description as per BOQ (a)

mm high median kerb.

Providing and fixing pre-cast rubber Dye inter locking 619.20 Rupees Six Hundred Smt

concrete block 60 mm thick with grade of concrete Ninteen & Twenty

M200 pnunamatic compressed by mechanically Paise Only

pressed and as per approved design including 75 mm

sand layer for levelling and filling the joint with sand

in proper line and level etc.comp.

Supplying and fixing of 380 mm H x 300 mm L x 200 436.28 Rupees Four Hundred Rmt

mm B Kerb block for Central Verge in M-20 grade Thirty Six & Twenty

using 20 mm nominal size black trap aggregate of Eight Paise Only

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork, mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and

18 5000.00 level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in

proper position as directed by Engineer in change to

form a portable mixture. In any case Gravel or such

type of materials shall not be allowed for production.

Qty Item Description Rate Unit Amount

In Fig In Words

Supplying and fixing of 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using

20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and

19 level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in

proper position as directed by Engineer in change to

form a portable mixture. In any case Gravel or such

type of materials shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding 354.40 Rupees Three Hundred Rmt

(A) 2000.00 Fifty Four & Forty

Providing and laying cement concrete 1:3:6 (1- 3005.76 Rupees Three Cmt

Cement : 3- Coarse sand : 6- Hand broken stone Thousand Five &

20 100.00 aggregates 40mm nominal size) and curing complete Seventy Six Paise Only

Painting With enamal paint(Two Coat) including 122.49 Rupees One Hundred Smt

priming coat on new surface with ,brushing ,interior Twenty Two & Forty

to give even shade including cleaning the surface an Nine Paise Only

21 7000.00 even shade including cleaning the surface of all dirt,

dust and other foreign matter

Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. steps and existing MH sheet

cover, removing the debris from MH and carting the

same as directed.

(A) up to 0.15 mt. (@ Two Coarse) 728.82 Rupees Seven Hundred Nos.

Twenty Eight & Eighty

A 20.00 Two Paise Only

(B) up to 0.35mt. (@ Four Coarse) 1155.44 Rupees One Thousand Nos.

One Hundred Fifty

B 20.00 Five & Forty Four

(C) up to 0.65 mt. (@ Seven Coarse) 1785.68 Rupees One Thousand Nos.

Seven Hundred Eighty

C 20.00 Five & Sixty Eight

(D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 Rupees Two Thousand Nos.

One Hundred Fifty &

D 20.00 Ninety Paise Only

Qty Item Description Rate Unit Amount

In Fig In Words

Repairing damaged I.C./ Raising removing damaged 399.96 Rupees Three Hundred Nos.

brick work and repairing by brick masonry in C.M. 1:5 Ninety Nine & Ninety

and plaster in C.M. 1:3 and fixing C.I. steps and Six Paise Only

23 20.00 existing chamber sheet cover, removing the debris

from chamber and carting the same as directed.

Raising of Existing manhole. Item includes, cutting of 6883.47 Rupees Six Thousand NOS.

existing road surround by Manhole by dimond cutter Eight Hundred Eighty

machine, dismantling of road in confined area by Three & Forty Seven

breaker machine and carting of dismantled material.

Item also included necessary brick work to raise the

manhole at road level in CM 1:3. Item also included

fixing of Manhole frame at exact road level by using

fibre reinforced thixotropic repair mortar material,

24 50.00 Laying of concrete made from special bonding

chemical flowable micro concrete material in desired

thickness and laying of hot mix bituminous material

in upper layer and compaction of hot mix bituminous

material by Plate compactor machine. Rate also

included necessary plaster at inside of manhole in

CM 1:3 in 20 mm thickness on raised brickwork.

Milling the existing bituminous pavement up to a 67.53 Rupees Sixty Seven & Smt

depth of 50 mm by milling machine in a single Fifty Three Paise Only

cutting depth, to make a uniform surface without

disturbing the base including diversion of traffic,

removing milled materials and disposal of milled

material to an approved dumping yard (within 12 km

lead) including loading and unloading, all leads and

lift, fuel, lubricant charges etc complete.

Milling the existing bituminous pavement for a depth 89.93 Rupees Eighty Nine & Smt

more than 50 mm but up to 100 mm by milling Ninety Three Paise

machine in a single cutting depth to make a uniform Only

surface without disturbing the base including

diversion of traffic, removing milled materials and

disposal of milled material to an approved dumping

26 15000.00 yard (within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant charges

etc complete.(For every increase in 10mm milling

depth beyond 50mm-the rate will increase Rs.4.99

upto 100mm milling depth on Rs.75.22.)

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

27 watering and laying (To level or slope) of class NP3 of

following internal daimeters.

Class NP 3 of 300 mm dia. 891.57 Rupees Eight Hundred Rmt

Ninety One & Fifty

A 100.00 Seven Paise Only

Qty Item Description Rate Unit Amount

In Fig In Words

Class NP 3 of 600 mm dia. 2217.70 Rupees Two Thousand Rmt

B 200.00 Seventeen & Seventy

Class NP 3 of 900 mm dia. 4020.21 Rupees Four Thousand Rmt

Twenty & Twenty One

C 200.00 Paise Only

Providing F.R.C. MH seat cover incl. carting to the

28 work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & 1555.40 Rupees One Thousand Set

Frames Cover : 728mm ø & 100 mm thick circular Five Hundred Fifty

cover, 35.00 MT load design, 100x2mm MS flat Five & Forty Paise

allround, 16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame :

A 20.00 560 mm ø clear opening, outer size- 888x888x175

mm. On the upper periphery of frame 25 x 3 mm

wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole

cover & frame described as above

FRC medium duty Chamber seat cover (FRC) cover 999.90 Rupees Nine Hundred Set

706 x 556 x 50 mm rectangular cover frame size 600 Ninety Nine & Ninety

B 20.00 x 450 mm clear opening outer size 816 x 666 x 100 Paise Only

Carting and Fixing M.H., Chamber or Catchpite Seat 754.06 Rupees Seven Hundred No.

and Cover in line and level to match exisisting road Fifty Four & Six Paise

level in C.C. 1:2:4 and finishing smooth, watering Only

and protecting for 7 days etc. complete as directed.

Providing and fixing cast iron manhole frame of 71.81 Rupees Seventy One & per Kg

weight 80 to 85 kg suitable for existing EHD-35 FRC Eighty One Paise Only

MH cover, rate also incl. loading, unloading and

fixing the frame in line and level to match exisisting

road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as

per instruction by engg. in charge.

Constructing Bombay Pattern Type Catch Pit of size 3141.91 Rupees Three No.

0.60 x 0.60 depth up to 1 mt including excavation, Thousand One

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the Hundred Forty One &

Ninety One Paise Only

prop. of CM (1:6) with 40 mm thick IPS flooring in

31 30.00 the prop M15 at bottom and 15 mm thick cement

plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

CatchPit Jali Fixing P/F FRC catch pit jali with frame 3210.36 Rupees Three No.

600mm x 600mm clear opening etc. comp.. As Thousand Two

32 30.00 directed by engineer in charge. Hundred Ten & Thirty

Qty Item Description Rate Unit Amount

In Fig In Words

Providing and supplying JCB machine on rental basis 718.98 Rupees Seven Hundred Hour

in case of emergency situation and breakdown type Eighteen & Ninety

work and also during unavoidable condition as per Eight Paise Only

instruction of engg. Incharge, rate includes all

necessary Shifting, fuel and operating charges and

33 500.00 stacking of useful and non useful materials

separately up to store. (No payment should be

allowed for non working condition of machinery and

for pipe line excavation and laying work)

To provide tractor with hydraulic trolley, driver with 1677.63 Rupees One Thousand Shift

fuel, to carry out different works during day / night Six Hundred Seventy

for Hrs. shift. Work shall be carried out as per the Seven & Sixty Three

34 50.00 Paise Only

instructions of engineer in-charge. No extra charged

shall be paid for night shift.

Excavation for Foundation upto 3.0m depth including 174.23 Rupees One Hundred Cmt

sorting out and stacking of useful materials and Seventy Four &

35 1500.00 disposing off the exavated stuff up to 50 meter lead Twenty Three Paise

(A)Dense or hard Soil.

Providing and laying cement concrete 1:4:8 (1 2680.21 Rupees Two Thousand Cmt

Cement : 4 Coarse sand : 8 hand broken stone Six Hundred Eighty &

aggregate 40mm nominal size) and Curing complete Twenty One Paise

excluding cost of formwork in (A) Foundation and

plinth (up to 10 ton)

Providing and Casting in situ ordinary cement 4529.01 Rupees Four Thousand Cmt

concrete M200 for R.C.C. Raft and cutt off walls Five Hundred Twenty

including necessary shuttering Nine & One Paise

laying,vibrating,ramming and curing complete.(B)

Walls, fom top of foundation level upto floor two

level (upto 10ton).

Providing TMT Bar FE 500 D reinforcement for RCC 76.21 Rupees Seventy Six & kg

work including bending, binding and facing in Twenty One Paise

38 10500.00 position complete upto floor two level (upto 10ton) Only

Providing Loam or Clay soil of approval quality on 147.86 Rupees One Hundred Cmt

site. Forty Seven & Eighty

39 500.00 Six Paise Only

Labour for spreading and mixing loam or clay soil or 76.22 Rupees Seventy Six & Cmt

river silt evenly over excavated area and levelling the Twenty Two Paise

40 500.00 same after clods etc. (rate for one Cu.m of soil) . Only

Qty Item Description Rate Unit Amount

In Fig In Words

Road marking with hot applied thermoplastic paints 367.72 Rupees Three Hundred Smt

with reflectrorising glass beds on bitumin surface Sixty Seven & Seventy

providing and laying hot applied thermoplastic Two Paise Only

compound 2.5 mm thick including reflectorsing glass

beds 250 gms as per IRC :35 2015. The finished

surface to be level uniform and free from streak and

holes. zebra patta/bumps patta lane/center line

/edge line cut patta . The white colour marking

41 5290.00 should provide limance coffecient on cement road

shall 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 be meet the

performanc ecriteria for night time

reflectivity,wetreflectivity and skid resistance as

mentioned in section 15 of IRC35-2015

Cat Eye: Supplying raised pavemen markers of 375.72 Rupees Three Hundred Nos

polycarbonate and ABS moulded body and reflective Seventy Five &

panels with micro prismatic lens 9no glass beds lens) Seventy Two Paise

capable of providing total internal reflection of the

light entering the lens face and shall support a load

of 13635 kgs tested in accordance witth ASTM

D4280 type H and complying to specification of

category A of the morth circular no

RW/NH/33023/10-97-DO III dt 11.6.1997. The height

width and length shall not exceed 20 mm 130 mm

and 130 mm and minimum reflective area of

sqcm.on each side and slope to the base shall be

35+/-5 degree. The body of the marker should

havind grip of easy and accurate placement and

application with apoxay/bituminous adhesive as

recommnded by manufacture of the marker. The

colour of the marker should be as per IRC35-2015

and as directed by engg incharge.

Providing and fixing Swiss type bollard made out of 4242.00 Rupees Four Thousand Nos.

1.5mm CRC sheet ,height 140cms,bottom dia Two Hundred Forty

23cm,top dia 12cm with direction plate of 30 cm dia Two & Only

fabricated necessary anchors as directed and also

provide through out lengh pipe of 25 NB for the

43 10.00 strenthing of bollard and reflectorised Micro

Prismatic Grade Sheet (Type XI)and three yellow

strip 6 Inches wide of Type XI Retro reflective

Sheeting, fixing with P.C.C M25 grade

concrete(Foundation size 30cm×30cm×35cm).

Qty Item Description Rate Unit Amount

In Fig In Words

Direction Sign (Junction Board): Providing and fixing 16913.14 Rupees Sixteen Nos

boards made out of 2mm alluminium sheet size 244 Thousand Nine

x 122 cms. Rectangle as per design of IRC - 67 - 1977. Hundred Thirteen &

Fourteen Paise Only

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 50x

44 5.00 50 x 5mm, & 75 x 75 x 6 cms. 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

instructions of Engineer in charge. The fixing at site

shall be in1:2:4 C.C. block of size 45 x 45 x 60 cms.

for each leg including excavation, curing complete

under the supervision of Engineer-in-charge. (B)

High intensity grade.

Providing & fixing Village / Bump Ahead Sign boards 4703.81 Rupees Four Thousand Nos

made out of 2 mm aluminum sheet, size 90 x 60 cms. Seven Hundred Three

Rectangle as per the design of IRC 67-1977. & Eighty One Paise

Pretreated with phoshpheting process and acid

etching; with one coat of epoxy primer and tow

coats of best quality epoxy paint refectories with

reflective sheeting as per latest M.O.S.T.

Specification latter and numbers should be as per

IRC-30 1968 3.1 m long (2 Nos) stand post and frame

fabricated from suitable size iron angle 50 x 50 x

mm, as required painted with best quality epoxy

coating in black and white bends. The details of

symbol for board shall be as per the instruction of

Engineer in charge. The fixing at site shall be in 1:2:4

C.C. blocks of size 45 x 45 x 60 cms. For each leg.

Including excavation curing etc. complete under the

supervision Engineer-in-charge.(B) High intensity

Supplying And Fixing Jumbo bollard swiss type Made 7344.72 Rupees Seven Nos

out of 1.5 cm crc sheet height 188 cms. Bottom dia Thousand Three

30 cms. Top dia 18cm. With direction plate of 45cm Hundred Forty Four &

Seventy Two Paise

dia. Fabricated as per attached drawing, pre treated

46 15.00 with phospheting process painted with apoxy

coating reflectorised with retro reflective sheetings

specified by M.O.R.T & H.'s latest specification. (B)

High Intensity Grade.

Qty Item Description Rate Unit Amount

In Fig In Words

Regulatory/Mandatory signs :Providing and fixing 2740.41 Rupees Two Thousand Nos

sing boards made out of 2mm aluminium sheet; size Seven Hundred Forty

60cms. diameter circle as per the design of IRC-67- & Forty One Paise

1977 pre treated with phospheting process & acid

eteching; 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

47 20.00 3mm 75x75x6mm 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 block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge. (B)High

Intensity Grade

Cautionary Warning Sign :-Providing and fixing sing 2869.00 Rupees Two Thousand Nos

boards made out of 2mm aluminium sheet; size 90 x Eight Hundred Sixty

90 x 90 cms. equilateral triangle as per design of IRC- Nine & Only

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 post

and frame fabricated from suitable size iron 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 block of size 45 x

x 60 Cms. for each leg. Including excavation, curing

etc.complete under the supervision of engineer in

charge.(B) High Intensity Grade

Four/Two lane Ahead sign :-Providing & Fixing sign 13712.70 Rupees Thirteen Nos

boards made out of 2mm aluminium sheet, size 120 Thousand Seven

x 120 cms square plus 120 x 60cms additional plate Hundred Twelve &

Seventy Paise Only

as per the attached drawing pre treated with

phosphetingg 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; Letters and

numerals should be as per IRC-30-1968,3.1m long

49 3.00 (2No) stand post and frame fabricated either from

iron angle of 50x50x5mm, 75x75x6mm 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. (B) High Intensity

Qty Item Description Rate Unit Amount

In Fig In Words

Informatory Signs :-Providing and fixing sing boards 3388.15 Rupees Three Nos

made out of 2mm aluminium sheet; size 80 x 60cms. Thousand Three

rectangle as per the design of IRC-67-1977 pre Hundred Eighty Eight

& Fifteen Paise Only

treated 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.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the

details of symbol for each board shall 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 block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under the

supervision of engineer in charge. (B) High Intensity

Hazard Marker Sign :-Providing and fixing sing boards 2329.76 Rupees Two Thousand Nos

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

rectangle as as per the design/drawing attached Nine & Seventy Six

(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

51 20.00 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 in charge. (B)High Intensity

Give Way Sign :-Providing and fixing sing boards 2869.00 Rupees Two Thousand Nos

made out of 2mm aluminium sheet; size 90 x 90 x Eight Hundred Sixty

90cms. equilateral triangle (inverted) as as per the Nine & Only

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 reflective 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 75x75x6mm as required;

painted with best quality epoxy coatings in black and

white bends. 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.(B)High Intensity

Providing, laying and jointing in true line and level

UPVC pipe (SCH-40) of following dia. Including

53 fittings of standard make as approved by Engineer-in-

Qty Item Description Rate Unit Amount

In Fig In Words

15 mm 85.75 Rupees Eighty Five & Rmt

A 50.00 Seventy Five Paise

25 mm 108.07 Rupees One Hundred Rmt

B 50.00 Eight & Seven Paise

40 mm 174.73 Rupees One Hundred Rmt

C 50.00 Seventy Three Paise

50 mm 231.29 Rupees Two Hundred Rmt

Thirty One & Twenty

D 50.00 Nine Paise Only

Providing and supplying, lowering, laying and jointing

ISI mark only standard length stoneware pipes of

following class and diameter including all taxes,

insurance, transportation, freight charges, octroi,

54 inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. compl.

(IS651/1989 or its latest revision)

100 mm dia 185.66 Rupees One Hundred Rmt

Eighty Five & Sixty

a 50.00 Six Paise Only

150 mm dia 256.05 Rupees Two Hundred Rmt

b 50.00 Fifty Six & Five Paise

250 mm dia 510.05 Rupees Five Hundred Rmt

c 50.00 Ten & Five Paise Only

55 DI to PVC connection

Making/ Repairing Connection work for the following

50 mm dia 956.47 Rupees Nine Hundred Nos.

Fifty Six & Forty

a 25.00 Seven Paise Only

75 mm dia 1143.32 Rupees One Thousand Nos.

One Hundred Forty

b 25.00 Three & Thirty Two

90 mm dia 2883.55 Rupees Two Thousand Nos.

Eight Hundred Eighty

c 25.00 Three & Fifty Five

110 mm dia 3271.39 Rupees Three Nos.

d 25.00 Hundred Seventy One

& Thirty Nine Paise

Qty Item Description Rate Unit Amount

In Fig In Words

Demarcation of Road alignment in consultation with 2020.00 Rupees Two Thousand Km.

56 9.00 AUDA as instructed by engineer in charge. Twenty & Only

Total Amount Rs.

Total Amount Rs.

Estimated Amount put to tender Rs.

Rupees Thirty Crore Ninty Five Lakh Ninty Five Thousand Seven Hundred Three Only

I/ We am/ are willing to carry out work at______________ % above / below of 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