Construction of New T.P. Road, Regrade and Resurface Work of Different category T.P. Roads in (Section-4 Bhat Sabarmati river to Oganaj Junction) Khodiyar,Jaspur, Lilapur, Santej , Kalol etc.area of Ahmedabad Urban Development Authority.(RW NO.09/2026-27)

Name of Work:- Construction of New T.P. Road, Regrade and Resurface Work of Different category T.P. Roads in (Section-4 Bhat Sabarmati

river to Oganaj Junction) Khodiyar,Jaspur, Lilapur, Santej , Kalol etc.area of Ahmedabad Urban Development Authority.(RW NO.09/2026-27)

Item No. Qty Item Description Rate Unit Amount

In Fig In Words

1 23.00 Clearing and grubbing road land including uprooting rank 28393.04 Rupees Twenty Eight

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

upto 300mm removal of stumps of trees cutearlier and Ninety Three & Four Paise

disposal of unserviceable materials (C) By mechanical

means in area of light jungle- (SOR I No(26117C)/P no.89).

2 56750.00 Loosening of soils by meachanical means including rolling 4.1915 Rupees Four & Ninteen Smt

and watering with power roller and filling depressions Paise Only

which occur during process etc.comp as directed. (RA.1)

3 Dismantling the following including loading, unloading and Rupees / Only

disposal of unserviceable material for all lead or as directed

by Engineer-In-Charge and stacking the serviceable

material and backfilling the resulting trenches and pits

a 144.00 central verge -kerb stone 44.9349 Rupees Forty Four & Rmt

Ninety Three Paise Only

b 190.00 Dismantling tiled or stone floors laid in mortar including 47.7225 Rupees Forty Seven & Smt

stacking of serviceable material and disposal of uservicalble Seventy Two Paise Only

material with all lead and liftsR&B SOR 2023-24 ITEM CODE

20005 Item no.as per NBO 20.23)

c 95.00 Demolition & disposal of unservisable material with all lead 609.2623 Rupees Six Hundred Nine Cmt

and lift for unreinforeced concrete. (R&B SOR 2023-24 & Twenty Six Paise Only

ITEM CODE 20001B Item

no.as per NBO 20.1)

d 95.00 Demolition of brick work & stone masonry including 550.3995 Rupees Five Hundred Fifty Cmt

stacking of serviceable materials and disposal of & Thirty Nine Paise Only

unserviceable materials with all lead and lift (1) In cement

mortar.R&B SOR23-24 ITEM CODE 20003B Item no.as per

e 95.00 Demolition including stacking of serviceable materials and 1057.8538 Rupees One Thousand Fifty Cmt

disposal of unserviceable materials with all lead and lift. (I) Seven & Eighty Five Paise

R.C.C work.(R&B SOR Only

2023-24 ITEM CODE 20002 Item no.as per NBO 20.3)

4 Extra rate over item of excavation of earth for excavation 0 Rupees / Only

of asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

a 930.22 up to 0.20 meter thickness (By Manual) 71.811 Rupees Seventy One & Smt

Eighty One Paise Only

b 285.00 0.20 to 0.30 meter (By any type of Breaker Machine or 179.5376 Rupees One Hundred Smt

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

transportation etc complete. Paise Only

c 285.00 0.30 meter & above (By any type of Breaker Machine or 314.1908 Rupees Three Hundred Smt

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

transportation etc complete. Only

5 2850.00 Barricading the entire break down or excavated area on 80.7899 Rupees Eighty & Seventy Rmt

rental basis using wooden ballies / M.S.angles at max. 2.00 Eight Paise Only

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. (Based on Drainage SOR 2009-10)

6 35250.00 Box cutting the road surface to proper slope and camber 207.4035 Rupees Two Hundred Cmt

for making a base for road work including removing the Seven & Forty Paise Only

excavated stuff and depositing on the road side slope or

dispose as directed

(EXECUTED WITH MANUAL

LABOUR)(R&B SOR 23-24 ITEM CODE 26B008 PN 109 )

7 105656.25 Earthwork for embankment including breaking clods, 169.44 Rupees One Hundred Sixty Cmt

dressing with all lead and lift and including watering rolling Nine & Forty Four Paise

and consolidation of subgrade in layers at O.M.C. to Only

required dry density including filling the depression which

occur during the processusing power roller 8Tto10T.

(SOR It No. 26004EA/ P.37)

8 4650.00 Construction of granular sub base for hard side shoulders 1063.0856 Rupees One Thousand Cmt

by providing coarse graded quarry spall material, spreading Sixty Three & Eight Paise

in uniform layers on prepared surface, mixing by Only

mechanical means and placing with rotavator at OMC and

compacting with vibratory roller to achieve the desired

density complete as per Clause 400.1 grade-I. (RA-2)

9 14500.00 Construction of Grannular sub base(GSB-I) by providing 1575.6 Rupees One Thousand Five Cmt

coarse graded material using B.T Metal 26.5mm to 9.5 mm Hundred Seventy Five &

@ 30 % ,9.5mm to 4.75mm 25% & Coarse sand 45 % in Sixty Paise Only

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 401.(As

10 18125.00 Providing, laying, spreading and compacting graded stone 1679.63 Rupees One Thousand Six Cmt

aggregate to wet mix macadam specification including Hundred Seventy Nine &

premixing the Material with water at OMC in mechanical Sixty Three Paise Only

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.(Compacted 250 mm thick in Two layer of

125 mm each)(RA)

11 72500.00 Providing & applying evenly priming coat with bitumen 96.7277 Rupees Ninety Six & Smt

Emulsion (SS1) on prepared surface of granular base Seventy Two Paise Only

including cleaning of road surface and sparying primer

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

12 7500.00 Providing and applying tack coat with VG-40 Grade 9.8374 Rupees Nine & Eighty Smt

bitumen using bitumen pressure distributor at the rate of Three Paise Only

0.20 kg/sqm on the existing bituminous surface cleaned

with Air Compressor.

13 23060.00 Providing and laying 80 mm thick Dense Graded 4909.6201 Rupees Four Thousand MT

Bituminous Macadam in Single layer using BT stone chips Nine Hundred Nine & Sixty

as per MoRTH gradation and specification with Bitumen Two Paise Only

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 batch mix/drum 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 (RA)

14 11530.00 Providing and laying 40 mm thick of compacted 5732.76 Rupees Five Thousand MT

Bituminous concrete using BT aggregate as per MORTH Seven Hundred Thirty Two

gradation ,specification and asphalt Grade VG 40 mixing & Seventy Six Paise Only

@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/drum 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 (RA)

15 113000.00 Providing and laying Asphalt painting as wearing course 58.075 Rupees Fifty Eight & Seven Smt

using bitumen VG-40 (40/60) @ rate of 5.0Kg./10 sq.m. Paise Only

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

complete as per Technical Specifications.(RA)

16 8000.00 Pre cast concrete kerb Providing and fixing M25 Grade of 1072.2261 Rupees One Thousand Rmt

concrete precast Seventy Two & Twenty

exposed / Fair finish / texture finish kerb stones of Two Paise Only

approved make as per

approved sample of any size and any type. Kerbs shall be

foundation prepared as per approved design. The rate shall

also include for

erecting and fixing the pieces in position for complete kerb

chamfered type of kerbs including necessary accessories of

kerb like radius

kerb, angles and quadrant kerbs, droplet kerbs etc.

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

mm high median kerb.As per approved rate

17 5000.00 Providing and fixing pre-cast rubber Dye inter locking 619.2007 Rupees Six Hundred Smt

concrete block 60 mm thick with grade of concrete M200 Ninteen & Twenty Paise

pnunamatic compressed by mechanically pressed and as Only

per approved design including 75 mm sand layer for

levelling and filling the joint with sand in proper line and

level etc.comp.

(SOR I.NO.14033/P.NO.191)

18 9500.00 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B 436.2796 Rupees Four Hundred Rmt

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

nominal size black trap aggregate of Sevaliya/Timba or Paise Only

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 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.

19 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H 0 Rupees / Only

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 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) 3800.00 a) Laying on 5 cm thick Sand Bedding 354.3989 Rupees Three Hundred Rmt

Fifty Four & Thirty Nine

20 95.00 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 3005.76 Rupees Three Thousand Cmt

Coarse sand : 6- Hand broken stone aggregates 40mm Five & Seventy Six Paise

nominal size) and curing complete Only

building sor I no 5003a 5.3.2 page

21 9500.00 Painting With enamal paint(Two Coat) including priming 122.4928 Rupees One Hundred Smt

coat on new surface with ,brushing ,interior to give even Twenty Two & Forty Nine

shade including cleaning the surface an even shade Paise Only

including cleaning the surface of all dirt, dust and other

(SOR I.NO.19002/P.NO.136)

22 Repairing damaged M.H. and rasing M.H. up to road level Rupees / Only

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 75.00 (A) up to 0.15 mt. (@ Two Coarse) 728.816 Rupees Seven Hundred Nos.

Twenty Eight & Eighty One

b 50.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 Rupees One Thousand One Nos.

Hundred Fifty Five & Forty

Four Paise Only

c 50.00 (C) up to 0.65 mt. (@ Seven Coarse) 1785.68 Rupees One Thousand Nos.

Seven Hundred Eighty Five

& Sixty Eight Paise Only

d 50.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.896 Rupees Two Thousand One Nos.

Hundred Fifty & Eighty

Nine Paise Only

23 17.00 Repairing damaged I.C./ Raising removing damaged brick 399.96 Rupees Three Hundred Nos.

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

in C.M. 1:3 and fixing C.I. steps and existing chamber sheet Paise Only

cover, removing the debris from chamber and carting the

same as directed.

24 250.00 Raising of Existing manhole. Item includes, cutting of 6883.4732 Rupees Six Thousand Eight NOS.

existing road surround by Manhole by dimond cutter Hundred Eighty Three &

machine, dismantling of road in confined area by breaker Forty Seven Paise Only

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, 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.

25 11250.00 Milling the existing bituminous pavement up to a depth of 67.5286 Rupees Sixty Seven & Fifty Smt

50 mm by milling machine in a single cutting depth, to Two Paise Only

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. Rate as

per Surat Municipal Corporation tender

26 45000.00 Milling the existing bituminous pavement for a depth more 89.9304 Rupees Eighty Nine & Smt

than 50 mm but up to 100 mm by milling machine in a Ninety Three Paise Only

single 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.(For every increase in 10mm milling

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

100mm milling depth on Rs.75.22.) Rate as per Surat

Municipal Corporation tender

27 Supplying and fixing reinfored concrete heavy duty non- Rupees / Only

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.

A 100.00 Class NP 3 of 300 mm dia.(I.26089A P.25) 891.5674 Rupees Eight Hundred Rmt

Ninety One & Fifty Six

B 50.00 Class NP 3 of 600 mm dia.(I.26089C P.25) 2217.6974 Rupees Two Thousand Two Rmt

Hundred Seventeen & Sixty

Nine Paise Only

C 50.00 Class NP 3 of 900 mm dia.(I.26089E P.25) 4020.2141 Rupees Four Thousand Rmt

Twenty & Twenty One

28 Providing F.R.C. MH seat cover incl. carting to the work site Rupees / Only

etc. comp. Directed.

a 19.00 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames 1555.4 Rupees One Thousand Five Set

Cover : 728mm ø & 100 mm thick circular cover, 35.00 MT Hundred Fifty Five & Forty

load design, 100x2mm MS flat allround, 16mm ø plain Paise Only

round bar for lifting the cover & should be fitted with

plastic cups. Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x

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

b 19.00 FRC medium duty Chamber seat cover (FRC) cover 706 x 999.9 Rupees Nine Hundred Set

556 x 50 mm rectangular cover frame size 600 x 450 mm Ninety Nine & Ninety Paise

clear opening outer size 816 x 666 x 100 mm (MD-10) Only

29 38.00 Carting and Fixing M.H., Chamber or Catchpite Seat and 754.0559 Rupees Seven Hundred No.

Cover in line and level to match exisisting road level in C.C. Fifty Four & Five Paise

1:2:4 and finishing smooth, watering and protecting for 7 Only

days etc. complete as directed.

30 674.00 Providing and fixing cast iron manhole frame of weight 80 71.811 Rupees Seventy One & per Kg

to 85 kg suitable for existing EHD-35 FRC MH cover, rate Eighty One Paise Only

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.

31 38.00 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 3141.908 Rupees Three Thousand No.

0.60 depth up to 1 mt including excavation, B.B.C.C. One Hundred Forty One &

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM Ninety Paise Only

(1:6) with 40 mm thick IPS flooring in 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

32 38.00 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm 3210.3557 Rupees Three Thousand No.

x 600mm clear opening etc. comp.. As directed by engineer Two Hundred Ten & Thirty

in charge. Five Paise Only

33 300.00 Providing and supplying JCB machine on rental basis in case 538.6128 Rupees Five Hundred Hour

of emergency situation and breakdown type work and also Thirty Eight & Sixty One

during unavoidable condition as per instruction of engg. Paise Only

Incharge, rate includes all nece. Shifting, fuel and operating

charges and 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)

34 19.00 To provide tractor with hydraulic trolley, driver with fuel, 1677.6302 Rupees One Thousand Six Shift

to carry out different works during day / night for Hrs. shift. Hundred Seventy Seven &

Work shall be carried out as per the instructions of Sixty Three Paise Only

engineer in-charge. No extra charged shall be paid for night

35 95.00 Excavation for Foundation upto 3.0m depth including 174.225 Rupees One Hundred Cmt

sorting out and stacking of useful materials and disposing Seventy Four & Twenty

off the exavated stuff up to 50 meter lead (A)Dense or hard Two Paise Only

Soil.(SOR I.04001B P.47)

36 19.00 Providing and laying cement concrete 1:4:8 (1 Cement : 4 2680.2067 Rupees Two Thousand Six Cmt

Coarse sand : 8 hand broken stone aggregate 40mm Hundred Eighty & Twenty

nominal size) and Curing complete excluding cost of Paise Only

formwork in (A) Foundation and plinth (up to 10 ton) (SOR

37 19.00 Providing and Casting in situ ordinary cement concrete 4529.0117 Rupees Four Thousand Five Cmt

M200 for R.C.C. Raft and cutt off walls including necessary Hundred Twenty Nine &

shuttering laying,vibrating,ramming and curing One Paise Only

complete.(B) Walls, fom top of foundation level upto floor

two level (upto 10ton). BUILDING SOR It No. 05024BA Pg

38 1000.00 Providing TMT Bar FE 500 D reinforcement for RCC work 76.2146 Rupees Seventy Six & kg

including bending, binding and facing in position complete Twenty One Paise Only

upto floor two level (upto 10ton) BUILDING SOR It no.

39 1900.00 Providing Loam or Clay soil of approval quality on 147.864 Rupees One Hundred Forty Cmt

site.(Sr.No.-2, R&B Parks & Gardens, Gandhinagar,2013-14) Seven & Eighty Six Paise

40 1900.00 Labour for spreding and mixing loam or clay soil or river silt 76.2247 Rupees Seventy Six & Cmt

evenly over excavated area and levelling the same after Twenty Two Paise Only

clods etc. (rate for one Cu.m of soil) .(Sr.No.-4, R&B Parks &

Gardens, Gandhinagar,2013-14)

41 3180.00 Road marking with hot applied thermoplastic paints with 367.7208 Rupees Three Hundred Smt

reflectrorising glass beds on bitumin surface providing and Sixty Seven & Seventy Two

laying hot applied thermoplastic compound 2.5 mm thick Paise Only

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 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

42 48510.00 Cat Eye: Supplying raised pavemen markers of 326.23 Rupees Three Hundred Nos

polycarbonate and ABS moulded body and reflective Twenty Six & Twenty

panels with micro prismatic lens 9no glass beds lens) Three Paise Only

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 13 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.

43 10.00 Providing and fixing Swiss type bollard made out of 1.5mm 4242 Rupees Four Thousand Two Nos.

CRC sheet ,height 140cms,bottom dia 23cm,top dia 12cm Hundred Forty Two & Only

with direction plate of 30 cm dia fabricated necessary

anchors as directed and also provide through out lengh

pipe of 25 NB for the 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).(As Per previous tender rate)

44 5.00 Direction Sign (Junction Board): Providing and fixing boards 16913.1368 Rupees Sixteen Thousand Nos

made out of 2mm alluminium sheet size 244 x 122 cms. Nine Hundred Thirteen &

Rectangle as per design of IRC - 67 - 1977. Pretreated with Thirteen Paise Only

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 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

cms. for each leg including excavation, curing complete

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

intensity grade. (SOR Ch-26098B/ P.33)

45 15.00 Providing & fixing Village / Bump Ahead Sign boards made 4703.8124 Rupees Four Thousand Nos

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

as per the design of IRC 67-1977. Pretreated with Eighty One Paise Only

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 5 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

grade.(SOR I.No.-26101B/ P.36)

46 15.00 Supplying And Fixing Jumbo bollard swiss type Made out of 7344.72 Rupees Seven Thousand Nos

1.5 cm crc sheet height 188 cms. Bottom dia 30 cms. Top Three Hundred Forty Four

dia 18cm. With direction plate of 45cm dia. Fabricated as & Seventy Two Paise Only

per attached drawing, pre treated 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. (R&B SOR for road

and buildings works for national division 2012-13, Item no-

47 20.00 Regulatory/Mandatory signs :Providing and fixing sing 2740.4128 Rupees Two Thousand Nos

boards made out of 2mm aluminium sheet; size 60cms. Seven Hundred Forty &

diameter circle as per the design of IRC-67-1977 pre Forty One Paise Only

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 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

48 20.00 Cautionary Warning Sign :-Providing and fixing sing boards 2868.9959 Rupees Two Thousand Nos

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

equilateral triangle as per design of IRC-67-1977. Pre & Ninety Nine 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

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 45 x 60 Cms. for each leg.

Including excavation, curing etc.complete under the

supervision of engineer in charge.(B) High Intensity Grade

49 3.00 Four/Two lane Ahead sign :-Providing & Fixing sign boards 13712.6993 Rupees Thirteen Thousand Nos

made out of 2mm aluminium sheet, size 120 x 120 cms Seven Hundred Twelve &

square plus 120 x 60cms additional plate as per the Sixty Nine Paise Only

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 (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

50 16.00 Informatory Signs :-Providing and fixing sing boards made 3388.146 Rupees Three Thousand Nos

out of 2mm aluminium sheet; size 80 x 60cms. rectangle as Three Hundred Eighty

per the design of IRC-67-1977 pre treated with phospheting Eight & Fourteen Paise

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 Grade

51 20.00 Hazard Marker Sign :-Providing and fixing sing boards made 2329.7569 Rupees Two Thousand Nos

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

as per the design/drawing attached (IRC) pretreated with Nine & Seventy Five Paise

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 45x45x 60cms.

for each leg. including excavation curing etc. complete

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

Intensity Grade

52 5.00 Give Way Sign :-Providing and fixing sing boards made out 2868.9959 Rupees Two Thousand Nos

of 2mm aluminium sheet; size 90 x 90 x 90cms. equilateral Eight Hundred Sixty Eight

triangle (inverted) as as per the design of IRC-67-1977 pre & Ninety Nine 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 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 Grade

53 Providing, laying and jointing in true line and level UPVC 0 Rupees / Only

pipe (SCH-40) of following dia. Including fittings of standard

make as approved by Engineer-in-charge.

a 50.00 15 mm 85.749 Rupees Eighty Five & Rmt

Seventy Four Paise Only

b 50.00 25 mm 108.07 Rupees One Hundred Eight Rmt

& Seven Paise Only

c 50.00 40 mm 174.73 Rupees One Hundred Rmt

Seventy Four & Seventy

Three Paise Only

d 50.00 50 mm 231.29 Rupees Two Hundred Rmt

Thirty One & Twenty Nine

54 Providing and supplying, lowering, laying and jointing ISI Rupees / Only

mark only standard length stoneware pipes of following

class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 or its latest revision)

Class AA Rupees / Only

a 50.00 100 mm dia 185.6582 Rupees One Hundred Rmt

Eighty Five & Sixty Five

b 50.00 150 mm dia 256.0451 Rupees Two Hundred Fifty Rmt

Six & Four Paise Only

c 50.00 250 mm dia 510.05 Rupees Five Hundred Ten Rmt

& Five Paise Only

55 DI to PVC connection Rupees / Only

Making/ Repairing Connection work for the following dia. Rupees / Only

a 25.00 50 mm dia 956.47 Rupees Nine Hundred Fifty Nos.

Six & Forty Seven Paise

b 25.00 75 mm dia 1143.32 Rupees One Thousand One Nos.

Hundred Forty Three &

Thirty Two Paise Only

c 25.00 90 mm dia 2883.55 Rupees Two Thousand Nos.

Eight Hundred Eighty

Three & Fifty Five Paise

d 25.00 110 mm dia 3271.39 Rupees Three Thousand Nos.

Two Hundred Seventy One

& Thirty Nine Paise Only

56 10.00 Demarcation of Road alignment in consultation with AUDA 2000 Rupees Two Thousand / Km

as instructed by engineer in charge. Only

Total Amount Rs.

Total Amount Rs.

Estimated Amount put to tender Rs.

Rupees Thirty Two Crore Twenty Nine Lac Fourteen Thousand Four Hundred Eighty Seven & 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